 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTB85 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 85 feet, girder spacing is 9.25 feet, and deck overhang width is 3 feet 
                     and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) The hold down points are located at 0.4*(Beam Length) from the ends of the beam. 
                     (9) The beam lifting and supporting points are both assumed are 2.75 feet and 8 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 6.5 ksi and 7.5 ksi, 
                     respectively.
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_fc2c.tmp\BTB85-0_40\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
Number of spans         =            1
Number of lanes         =            3
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   1394612.00
 
SPAN DATA
---------
Precast length    , ft =     86.333
Bearing-to-bearing, ft =     85.000
Release span      , ft =     86.333
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTB    3.500    631.7    99980.0  36.00  17.14  34.00   8.125
 2               IA-BTB    9.250    631.7    99980.0  36.00  17.14  34.00   9.250
 3               IA-BTB    9.250    631.7    99980.0  36.00  17.14  34.00   9.250
 4               IA-BTB    9.250    631.7    99980.0  36.00  17.14  34.00   9.250
 5               IA-BTB    9.250    631.7    99980.0  36.00  17.14  34.00   8.125
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      7.500           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5249.690        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      6.500 
Eci ,ksi      =   5007.550
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.40L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: 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   85.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   85.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   85.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   85.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   85.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   85.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   85.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   85.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   85.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   85.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   85.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   42.500
   1    2        0.500   42.500
   1    3        0.500   42.500
   1    4        0.500   42.500
   1    5        0.250   42.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   85.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   85.00   Right Barrier Weight
   1    DW Area        0.020   40.83          -       -    Future Wearing Surface
 
TEMPERATURE LOADS
-----------------
 
LIVE LOADS
----------
Live load deflection: included.
ID: Design Lane (Type: Design Lane)
ID: Design Tandem (Type: Design Tandem)
ID: Design Truck (Type: Design Truck)
 
Pedestrian Load - NONE
 

ANALYSIS DATA:
--------------
ANALYSIS PARAMETERS DATA
------------------------
 
  Truck impact:       1.330 
  Lane  impact:       1.000 
  Strength II impact: 1.330 
  Fatigue impact:     1.150 
 
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
 
  Include sacrificial deck thick in ts:                     NO   
  Is Span Post-tensioned:                                   NO   
  Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO   
  ADTT (Average Daily Truck Traffic)    :                   5000 
  Percent of the specified force effect :                   1.00 
  Apply reduction of Moment for skew:                       NO   
 
NOTE: Beam specific dead and live load DFs are printed in beam level reports.
 
LOAD FACTORS: (Table 3.4.1-1 & 3.4.1-2)
---------------------------------------
 
               Live DC(max) DC(min) DW(max) DW(min) 
----------------------------------------------------
  Service I:   1.00    1.00    1.00    1.00    1.00 
  Service III: 0.80    1.00    1.00    1.00    1.00 
  Strength I:  1.75    1.25    0.90    1.50    0.65 
  Fatigue I:   1.75    -       -       -       -    
 
 
----------
 
  Ductility Factor:  1.00 
  Redundancy Factor: 1.00 
  Importance Factor: 1.00 
 
----------------------------------------------------------------------------------------------------


PROJECT PARAMETERS DATA:
------------------------
SPAN TO DEPTH RATIO (Table 2.5.2.6.3-1):
----------------------------------------
 
  Span Computed Allowable Status 
---------------------------------
     1   0.042*     0.045 NG     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              6.50 ksi 
  Elasticity          5007.5 ksi 
  Max comp              4.23 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.61 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      7.50 ksi    4.00 ksi 
  Elasticity 5249.69 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.50 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.38 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.52 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    6.50        7.50      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    6.50        7.50      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    6.50        7.50      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    6.50        7.50      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    6.50        7.50      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 36 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 34.53 ft from member end )
 
END PATTERN (Ycg = 9.33 in):
 
  12 @  2.000 in 8 @  4.000 in 8 @  6.000 in 2 @ 26.000 in 
  2 @ 28.000 in  2 @ 30.000 in 2 @ 32.000 in               
 
MID PATTERN (Ycg = 4.00 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 8 @  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    2.50  0.1250  0.3333 Yes       
       2 US#6[M19]  60.0  0.88    2.50  0.3333  0.5417 No        
       2 US#6[M19]  60.0  0.88    2.50  0.5417  0.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.00  0.7500  1.0833 No        
       2 US#6[M19]  60.0  0.88    4.00  1.0833  1.4167 Yes       
       2 US#6[M19]  60.0  0.88    4.00  1.4167  1.7500 No        
       2 US#6[M19]  60.0  0.88    6.00  1.7500  3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00  3.7500  4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.4167  9.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.6667 27.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 27.6667 32.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 32.6667 53.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 53.6667 58.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 58.6667 76.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 76.6667 81.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 81.9167 82.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 82.5833 84.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 84.5833 84.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 84.9167 85.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 85.2500 85.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 85.5833 85.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 85.7917 86.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 86.0000 86.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 86.2083 86.3333 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 86.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 36 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 34.53 ft from member end )
 
END PATTERN (Ycg = 9.33 in):
 
  12 @  2.000 in 8 @  4.000 in 8 @  6.000 in 2 @ 26.000 in 
  2 @ 28.000 in  2 @ 30.000 in 2 @ 32.000 in               
 
MID PATTERN (Ycg = 4.00 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 8 @  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    2.50  0.1250  0.3333 Yes       
       2 US#6[M19]  60.0  0.88    2.50  0.3333  0.5417 No        
       2 US#6[M19]  60.0  0.88    2.50  0.5417  0.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.00  0.7500  1.0833 No        
       2 US#6[M19]  60.0  0.88    4.00  1.0833  1.4167 Yes       
       2 US#6[M19]  60.0  0.88    4.00  1.4167  1.7500 No        
       2 US#6[M19]  60.0  0.88    6.00  1.7500  3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00  3.7500  4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.4167  9.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.6667 27.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 27.6667 32.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 32.6667 53.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 53.6667 58.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 58.6667 76.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 76.6667 81.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 81.9167 82.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 82.5833 84.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 84.5833 84.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 84.9167 85.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 85.2500 85.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 85.5833 85.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 85.7917 86.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 86.0000 86.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 86.2083 86.3333 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 86.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 36 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 34.53 ft from member end )
 
END PATTERN (Ycg = 9.33 in):
 
  12 @  2.000 in 8 @  4.000 in 8 @  6.000 in 2 @ 26.000 in 
  2 @ 28.000 in  2 @ 30.000 in 2 @ 32.000 in               
 
MID PATTERN (Ycg = 4.00 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 8 @  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    2.50  0.1250  0.3333 Yes       
       2 US#6[M19]  60.0  0.88    2.50  0.3333  0.5417 No        
       2 US#6[M19]  60.0  0.88    2.50  0.5417  0.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.00  0.7500  1.0833 No        
       2 US#6[M19]  60.0  0.88    4.00  1.0833  1.4167 Yes       
       2 US#6[M19]  60.0  0.88    4.00  1.4167  1.7500 No        
       2 US#6[M19]  60.0  0.88    6.00  1.7500  3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00  3.7500  4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.4167  9.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.6667 27.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 27.6667 32.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 32.6667 53.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 53.6667 58.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 58.6667 76.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 76.6667 81.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 81.9167 82.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 82.5833 84.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 84.5833 84.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 84.9167 85.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 85.2500 85.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 85.5833 85.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 85.7917 86.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 86.0000 86.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 86.2083 86.3333 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 86.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 36 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 34.53 ft from member end )
 
END PATTERN (Ycg = 9.33 in):
 
  12 @  2.000 in 8 @  4.000 in 8 @  6.000 in 2 @ 26.000 in 
  2 @ 28.000 in  2 @ 30.000 in 2 @ 32.000 in               
 
MID PATTERN (Ycg = 4.00 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 8 @  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    2.50  0.1250  0.3333 Yes       
       2 US#6[M19]  60.0  0.88    2.50  0.3333  0.5417 No        
       2 US#6[M19]  60.0  0.88    2.50  0.5417  0.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.00  0.7500  1.0833 No        
       2 US#6[M19]  60.0  0.88    4.00  1.0833  1.4167 Yes       
       2 US#6[M19]  60.0  0.88    4.00  1.4167  1.7500 No        
       2 US#6[M19]  60.0  0.88    6.00  1.7500  3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00  3.7500  4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.4167  9.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.6667 27.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 27.6667 32.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 32.6667 53.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 53.6667 58.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 58.6667 76.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 76.6667 81.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 81.9167 82.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 82.5833 84.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 84.5833 84.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 84.9167 85.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 85.2500 85.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 85.5833 85.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 85.7917 86.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 86.0000 86.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 86.2083 86.3333 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 86.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 36 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 34.53 ft from member end )
 
END PATTERN (Ycg = 9.33 in):
 
  12 @  2.000 in 8 @  4.000 in 8 @  6.000 in 2 @ 26.000 in 
  2 @ 28.000 in  2 @ 30.000 in 2 @ 32.000 in               
 
MID PATTERN (Ycg = 4.00 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 8 @  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    2.50  0.1250  0.3333 Yes       
       2 US#6[M19]  60.0  0.88    2.50  0.3333  0.5417 No        
       2 US#6[M19]  60.0  0.88    2.50  0.5417  0.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.00  0.7500  1.0833 No        
       2 US#6[M19]  60.0  0.88    4.00  1.0833  1.4167 Yes       
       2 US#6[M19]  60.0  0.88    4.00  1.4167  1.7500 No        
       2 US#6[M19]  60.0  0.88    6.00  1.7500  3.7500 Yes       
       2 US#6[M19]  60.0  0.88    8.00  3.7500  4.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00  4.4167  9.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.6667 27.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 27.6667 32.6667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 32.6667 53.6667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 53.6667 58.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00 58.6667 76.6667 Yes       
       2 US#5[M16]  60.0  0.62    9.00 76.6667 81.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 81.9167 82.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 82.5833 84.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 84.5833 84.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 84.9167 85.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 85.2500 85.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 85.5833 85.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 85.7917 86.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 86.0000 86.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 86.2083 86.3333 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 86.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              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 (Manual input)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   85.00
     DC  Line       0.052      0.00       0.052   85.00
     DC  Line       0.076      0.00       0.076   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.333 ft
Release length = 86.333 ft
Design  length = 85.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.699   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.968   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.066   (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                  =        631.7 in2           1259.6 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           271958 in4#
Ht. of c.g.           =        17.14 in             28.68 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1462.8 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8127

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     1.84     7.97    16.60    25.23    33.87    42.50
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    639.8    668.3    662.4    668.3    668.3    668.3    668.3    668.3
  Yb      ,  in    17.04    16.69    16.76    16.64    16.57    16.49    16.42    16.42
  MI(Ixx) , in4   100483   102349   101944   102874   103780   104809   105961   105961
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1267.3   1294.2   1288.5   1294.2   1294.2   1294.2   1294.2   1294.2
  Yb      ,  in    28.56    28.15    28.23    28.12    28.09    28.05    28.02    28.02
  MI(Ixx) , in4   274848   285169   282976   286355   288271   290308   292464   292464

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  36 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 34.53 ft from member end )
END PATTERN (Ycg = 9.33 in):
    12 @  2.000 in     8 @  4.000 in     8 @  6.000 in     2 @ 26.000 in
     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.00 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     8 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    7.81 in2      Initial Pull          =     1531.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.507 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.383 ft
Holddown Force        =  19.675 kips     Beam Shrtng (PL/AE)   =      0.478 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)       
--------------------------------------------------------------------------------------
      3108.924         740 2300.604     14.027 56809.230   754.646     546.482        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.50       0.1250      0.3333    Yes
      2      US#6[M19]       60.00        0.88       2.50       0.3333      0.5417     No
      2      US#6[M19]       60.00        0.88       2.50       0.5417      0.7500    Yes
      2      US#6[M19]       60.00        0.88       4.00       0.7500      1.0833     No
      2      US#6[M19]       60.00        0.88       4.00       1.0833      1.4167    Yes
      2      US#6[M19]       60.00        0.88       4.00       1.4167      1.7500     No
      2      US#6[M19]       60.00        0.88       6.00       1.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167      9.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.6667     27.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.6667     32.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      32.6667     53.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      53.6667     58.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      58.6667     76.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00      76.6667     81.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      81.9167     82.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      82.5833     84.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      84.5833     84.9167     No
      2      US#6[M19]       60.00        0.88       4.00      84.9167     85.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00      85.2500     85.5833     No
      2      US#6[M19]       60.00        0.88       2.50      85.5833     85.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50      85.7917     86.0000     No
      2      US#6[M19]       60.00        0.88       2.50      86.0000     86.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      86.2083     86.3333     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 86.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.8120 in2       Ycg =  4.00 in
         P_init    =     1531.3 kips  Ecc = 13.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.53 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.256 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.72 ksi    0.00 ksi
    due to Composite Loads                                 -2.22 ksi    0.00 ksi
    due to Live Loads                                      -7.67 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        16.16 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.53 ksi  ( 9.45 %)             9.95 ksi ( 5.08 %)
Total Prestress Losses                                    28.48 ksi (14.53 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.5 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    1.84    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    63.5    50.4   201.9   373.6   496.2   569.8   594.3
(Max)       V      28.0    26.4    26.8    22.7    17.0    11.4     5.7     0.0
DL-Prec.  : M       0.0    15.8    12.5    50.2    92.9   123.3   141.6   147.7
DC(Max)     V       7.0     6.6     6.7     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.6    61.7   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    32.7    27.8    20.8    13.9     6.9     0.0
Diaphragm : M       0.0     0.3     0.2     1.0     2.1     3.2     4.2     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.5    22.7    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    12.0    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    12.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   202.3   160.9   639.4  1168.5  1527.1  1739.6  1792.5
            V     119.9   115.3   116.3   104.3    88.1    72.0    50.2    34.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   119.9   115.3   116.3   104.3    89.0    74.5    60.5    47.1
            M      -0.0   207.8   165.6   639.4  1109.0  1410.0  1537.2  1501.7
Total     : M+      0.0   403.8   321.0  1280.4  2354.6  3103.0  3549.8  3681.5
            V     208.7   199.2   201.2   176.4   142.3   108.2    68.3    34.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   208.7   199.2   201.2   176.4   143.2   110.6    78.6    47.2
            M      -0.0   409.2   325.7  1280.4  2295.1  2985.9  3347.4  3390.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   83.16   82.67   85.00
Self wt.  : M     569.8   496.2   373.6   201.9    50.4    63.5     0.0
(Max)       V       5.7    11.4    17.0    22.7    26.8    26.4    28.0
DL-Prec.  : M     141.6   123.3    92.9    50.2    12.5    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.7     6.6     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     696.9   606.9   456.9   247.0    61.7    77.6     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    32.7    32.3    34.2
Diaphragm : M       4.2     3.2     2.1     1.0     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     256.3   223.2   168.0    90.8    22.7    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    12.0    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    12.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1739.6  1527.1  1168.5   639.4   160.9   202.3     0.0
            V      50.2    72.0    88.1   104.3   116.3   115.3   119.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    60.5    74.5    89.0   104.3   116.3   115.3   119.9
            M    1537.2  1410.0  1109.0   639.4   165.6   207.8     0.0
Total     : M+   3549.8  3103.0  2354.6  1280.4   321.0   403.8     0.0
            V      68.3   108.2   142.3   176.4   201.2   199.2   208.7
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    78.6   110.6   143.2   176.4   201.2   199.2   208.7
            M    3347.4  2985.9  2295.1  1280.4   325.7   409.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               28.0             28.0
Deck+Haunch            34.2             34.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            7.0              7.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           34.7             34.7
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    63.5    50.4   201.9   373.6   496.2   569.8   594.3
(Max)       V      28.0    26.4    26.8    22.7    17.0    11.4     5.7     0.0
DL-Prec.  : M       0.0    15.8    12.5    50.2    92.9   123.3   141.6   147.7
DC(Max)     V       7.0     6.6     6.7     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.6    61.7   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    32.7    27.8    20.8    13.9     6.9     0.0
Diaphragm : M       0.0     0.3     0.2     1.0     2.1     3.2     4.2     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.5    22.7    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    12.0    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    12.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   161.8   128.7   511.5   934.8  1221.6  1391.7  1434.0
            V      95.9    92.3    93.0    83.4    70.5    57.6    40.2    27.3
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    95.9    92.3    93.0    83.4    71.2    59.6    48.4    37.7
            M      -0.0   166.2   132.5   511.5   887.2  1128.0  1229.7  1201.4
Total     : M+      0.0   363.3   288.8  1152.5  2120.9  2797.6  3201.9  3323.0
            V     184.7   176.2   177.9   155.6   124.7    93.8    58.3    27.4
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   184.7   176.2   177.9   155.6   125.4    95.7    66.5    37.8
            M      -0.0   367.7   292.6  1152.5  2073.4  2703.9  3039.9  3090.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   83.16   82.67   85.00
Self wt.  : M     569.8   496.2   373.6   201.9    50.4    63.5     0.0
(Max)       V       5.7    11.4    17.0    22.7    26.8    26.4    28.0
DL-Prec.  : M     141.6   123.3    92.9    50.2    12.5    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.7     6.6     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     696.9   606.9   456.9   247.0    61.7    77.6     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    32.7    32.3    34.2
Diaphragm : M       4.2     3.2     2.1     1.0     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     256.3   223.2   168.0    90.8    22.7    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    12.0    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    12.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1391.7  1221.6   934.8   511.5   128.7   161.8     0.0
            V      40.2    57.6    70.5    83.4    93.0    92.3    95.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    48.4    59.6    71.2    83.4    93.0    92.3    95.9
            M    1229.7  1128.0   887.2   511.5   132.5   166.2     0.0
Total     : M+   3201.9  2797.6  2120.9  1152.5   288.8   363.3     0.0
            V      58.3    93.8   124.7   155.6   177.9   176.2   184.7
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    66.5    95.7   125.4   155.6   177.9   176.2   184.7
            M    3039.9  2703.9  2073.4  1152.5   292.6   367.7     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    1.84    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    79.3    63.1   252.4   467.0   620.2   712.2   742.8
(Max)       V      35.0    33.0    33.4    28.4    21.3    14.2     7.1     0.0
Self wt.  : M       0.0    57.1    45.4   181.7   336.2   446.6   512.8   534.8
(Min)       V      25.2    23.8    24.1    20.5    15.3    10.2     5.1     0.0
DL-Prec.  : M       0.0    19.7    15.7    62.7   116.1   154.2   177.0   184.7
DC(Max)     V       8.7     8.2     8.3     7.1     5.3     3.5     1.8     0.0
DL-Prec.  : M       0.0    14.2    11.3    45.2    83.6   111.0   127.5   133.0
DC(Min)     V       6.3     5.9     6.0     5.1     3.8     2.5     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    97.0    77.1   308.7   571.1   758.6   871.1   908.6
Haunch (Max)V      42.8    40.4    40.9    34.7    26.1    17.4     8.7     0.0
Deck +    : M       0.0    69.9    55.5   222.3   411.2   546.2   627.2   654.2
Haunch (Min)V      30.8    29.1    29.4    25.0    18.8    12.5     6.3     0.0
Diaphragm : M       0.0     0.4     0.3     1.2     2.6     3.9     5.3     6.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.9     1.9     2.8     3.8     4.8
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.7    28.4   113.5   210.1   279.0   320.4   334.2
DC(Max)     V      15.7    14.9    15.0    12.8     9.6     6.4     3.2     0.0
DL-Comp   : M       0.0    25.7    20.4    81.7   151.2   200.9   230.7   240.6
DC(Min)     V      11.3    10.7    10.8     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    23.6    18.8    75.2   139.1   184.7   212.1   221.2
DW(Max)     V      10.4     9.8    10.0     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.2     8.1    32.6    60.3    80.0    91.9    95.9
DW(Min)     V       4.5     4.3     4.3     3.7     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   354.0   281.6  1119.0  2044.8  2672.3  3044.3  3136.9
            V     209.8   201.8   203.5   182.4   154.3   126.1    87.9    59.7
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   209.8   201.8   203.5   182.4   155.8   130.3   105.9    82.4
            M      -0.0   363.6   289.8  1119.0  1940.7  2467.5  2690.1  2628.0
Total     : M+      0.0   609.8   484.8  1932.7  3550.7  4673.0  5342.4  5535.0
            V     322.5   308.3   311.3   274.0   223.0   172.0   110.9    59.8
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   322.5   308.3   311.3   274.0   224.6   176.2   128.9    82.6
            M      -0.0   619.3   493.0  1932.7  3446.6  4468.2  4988.1  5026.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   83.16   82.67   85.00
Self wt.  : M     712.2   620.2   467.0   252.4    63.1    79.3     0.0
(Max)       V       7.1    14.2    21.3    28.4    33.4    33.0    35.0
Self wt.  : M     512.8   446.6   336.2   181.7    45.4    57.1     0.0
(Min)       V       5.1    10.2    15.3    20.5    24.1    23.8    25.2
DL-Prec.  : M     177.0   154.2   116.1    62.7    15.7    19.7     0.0
DC(Max)     V       1.8     3.5     5.3     7.1     8.3     8.2     8.7
DL-Prec.  : M     127.5   111.0    83.6    45.2    11.3    14.2     0.0
DC(Min)     V       1.3     2.5     3.8     5.1     6.0     5.9     6.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     871.1   758.6   571.1   308.7    77.1    97.0     0.0
Haunch (Max)V       8.7    17.4    26.1    34.7    40.9    40.4    42.8
Deck +    : M     627.2   546.2   411.2   222.3    55.5    69.9     0.0
Haunch (Min)V       6.3    12.5    18.8    25.0    29.4    29.1    30.8
Diaphragm : M       5.3     3.9     2.6     1.2     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.8     2.8     1.9     0.9     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.4   279.0   210.1   113.5    28.4    35.7     0.0
DC(Max)     V       3.2     6.4     9.6    12.8    15.0    14.9    15.7
DL-Comp   : M     230.7   200.9   151.2    81.7    20.4    25.7     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.8    10.7    11.3
DL-Comp   : M     212.1   184.7   139.1    75.2    18.8    23.6     0.0
DW(Max)     V       2.1     4.2     6.3     8.5    10.0     9.8    10.4
DL-Comp   : M      91.9    80.0    60.3    32.6     8.1    10.2     0.0
DW(Min)     V       0.9     1.8     2.7     3.7     4.3     4.3     4.5
LL + I    : M+   3044.3  2672.3  2044.8  1119.0   281.6   354.0     0.0
            V      87.9   126.1   154.3   182.4   203.5   201.8   209.8
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   105.9   130.3   155.8   182.4   203.5   201.8   209.8
            M    2690.1  2467.5  1940.7  1119.0   289.8   363.6     0.0
Total     : M+   5342.4  4673.0  3550.7  1932.7   484.8   609.8     0.0
            V     110.9   172.0   223.0   274.0   311.3   308.3   322.5
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   128.9   176.2   224.6   274.0   311.3   308.3   322.5
            M    4988.1  4468.2  3446.6  1932.7   493.0   619.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               35.0             35.0
Deck+Haunch            42.8             42.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            8.7              8.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           52.1             52.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    63.5    50.4   201.9   373.6   496.2   569.8   594.3
(Max)       V      28.0    26.4    26.8    22.7    17.0    11.4     5.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    15.8    12.5    50.2    92.9   123.3   141.6   147.7
DC(Max)     V       7.0     6.6     6.7     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.6    61.7   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    32.7    27.8    20.8    13.9     6.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.2     1.0     2.1     3.2     4.2     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    28.5    22.7    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    12.0    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    15.8    12.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   203.1   161.7   633.2  1127.0  1465.4  1633.0  1600.4
            V     121.4   116.9   117.8   105.9    90.5    69.6    54.1    38.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   121.4   116.9   117.8   105.9    90.5    75.0    59.6    44.4
            M       0.0   203.1   161.7   633.2  1127.0  1420.5  1514.0  1416.9
Total     : M+      0.0   404.6   321.8  1274.2  2313.1  3041.3  3443.2  3489.4
            V     210.2   200.8   202.7   178.1   144.6   105.7    72.3    38.8
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   210.2   200.8   202.7   178.1   144.6   111.2    77.7    44.6
            M       0.0   404.6   321.8  1274.2  2313.1  2996.5  3324.1  3305.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   83.16   82.67   85.00
Self wt.  : M     569.8   496.2   373.6   201.9    50.4    63.5     0.0
(Max)       V       5.7    11.4    17.0    22.7    26.8    26.4    28.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     141.6   123.3    92.9    50.2    12.5    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.7     6.6     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     696.9   606.9   456.9   247.0    61.7    77.6     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    32.7    32.3    34.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.2     3.2     2.1     1.0     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     256.3   223.2   168.0    90.8    22.7    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    12.0    11.9    12.6
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     141.4   123.2    92.7    50.1    12.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1633.0  1465.4  1127.0   633.2   161.7   203.1     0.0
            V      54.1    69.6    90.5   105.9   117.8   116.9   121.4
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    59.6    75.0    90.5   105.9   117.8   116.9   121.4
            M    1514.0  1420.5  1127.0   633.2   161.7   203.1     0.0
Total     : M+   3443.2  3041.3  2313.1  1274.2   321.8   404.6     0.0
            V      72.3   105.7   144.6   178.1   202.7   200.8   210.2
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    77.7   111.2   144.6   178.1   202.7   200.8   210.2
            M    3324.1  2996.5  2313.1  1274.2   321.8   404.6     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.186   0.498   0.882   1.150   1.305   1.359 
Bottom        -0.161  -0.428  -0.752  -0.972  -1.094  -1.140 
 
Prestress
Precast-top    0.033  -0.199  -0.547  -0.889  -1.223  -1.223 
Bottom         4.243   4.431   4.711   4.980   5.238   5.238 
 
Total
Precast-top    0.219   0.300   0.334   0.261   0.082   0.136 
Bottom         4.082   4.002   3.959   4.008   4.144   4.098 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.55 %)
             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    1.84    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top    0.026   0.028   0.039  -0.172  -0.473  -0.769  -1.057  -1.057
Bottom         0.849   3.668   3.096   3.830   4.073   4.305   4.528   4.528
 
Self wt.
Precast-top   -0.000   0.144   0.114   0.456   0.839   1.108   1.263   1.318
Bottom        -0.000  -0.124  -0.100  -0.392  -0.716  -0.937  -1.059  -1.105
 
DL-Prec (DC)
Precast-top   -0.000   0.036   0.028   0.113   0.209   0.275   0.314   0.328
Bottom        -0.000  -0.031  -0.025  -0.097  -0.178  -0.233  -0.263  -0.275
 
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   0.001   0.001   0.002   0.005   0.007   0.009   0.012
Bottom        -0.000  -0.001  -0.000  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.176   0.140   0.558   1.027   1.355   1.545   1.612
Bottom        -0.000  -0.152  -0.122  -0.479  -0.875  -1.146  -1.296  -1.352
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.013   0.050   0.092   0.121   0.139   0.145
Precast-top   -0.000   0.009   0.007   0.030   0.055   0.073   0.084   0.088
Bottom        -0.000  -0.034  -0.027  -0.107  -0.196  -0.259  -0.295  -0.307
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.028   0.051   0.067   0.077   0.080
Precast-top   -0.000   0.005   0.004   0.017   0.031   0.040   0.046   0.048
Bottom        -0.000  -0.019  -0.015  -0.059  -0.108  -0.143  -0.163  -0.170
 
LL+I(+)
Topping-top   -0.000   0.111   0.089   0.351   0.639   0.831   0.942   0.970
Precast-top   -0.000   0.067   0.053   0.211   0.385   0.502   0.570   0.587
Bottom        -0.000  -0.240  -0.193  -0.754  -1.366  -1.771  -2.000  -2.061
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.136   0.108   0.429   0.781   1.019   1.157   1.195 
Precast-top    0.026   0.465   0.386   1.215   2.077   2.593   2.775   2.934 
Bottom         0.849   3.068   2.615   1.940   0.629  -0.189  -0.555  -0.750 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.024   0.019   0.077   0.143   0.188   0.215   0.225 
Precast-top    0.026   0.399   0.333   1.004   1.692   2.091   2.205   2.347 
Bottom         0.849   3.308   2.807   2.694   1.995   1.582   1.445   1.310 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.186   0.498   0.882   1.150   1.305   1.359 
Bottom        -0.161  -0.428  -0.752  -0.972  -1.094  -1.140 
 
Prestress
Precast-top    0.033  -0.199  -0.547  -0.889  -1.223  -1.223 
Bottom         4.243   4.431   4.711   4.980   5.238   5.238 
 
Total
Precast-top    0.219   0.300   0.334   0.261   0.082   0.136 
Bottom         4.082   4.002   3.959   4.008   4.144   4.098 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.55 %)
             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    1.84    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top    0.026   0.028   0.039  -0.172  -0.473  -0.769  -1.057  -1.057
Bottom         0.849   3.668   3.096   3.830   4.073   4.305   4.528   4.528
 
Self wt.
Precast-top   -0.000   0.144   0.114   0.456   0.839   1.108   1.263   1.318
Bottom        -0.000  -0.124  -0.100  -0.392  -0.716  -0.937  -1.059  -1.105
 
DL-Prec (DC)
Precast-top   -0.000   0.036   0.028   0.113   0.209   0.275   0.314   0.328
Bottom        -0.000  -0.031  -0.025  -0.097  -0.178  -0.233  -0.263  -0.275
 
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   0.001   0.001   0.002   0.005   0.007   0.009   0.012
Bottom        -0.000  -0.001  -0.000  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.176   0.140   0.558   1.027   1.355   1.545   1.612
Bottom        -0.000  -0.152  -0.122  -0.479  -0.875  -1.146  -1.296  -1.352
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.013   0.050   0.092   0.121   0.139   0.145
Precast-top   -0.000   0.009   0.007   0.030   0.055   0.073   0.084   0.088
Bottom        -0.000  -0.034  -0.027  -0.107  -0.196  -0.259  -0.295  -0.307
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.028   0.051   0.067   0.077   0.080
Precast-top   -0.000   0.005   0.004   0.017   0.031   0.040   0.046   0.048
Bottom        -0.000  -0.019  -0.015  -0.059  -0.108  -0.143  -0.163  -0.170
 
LL+I(+)
Topping-top   -0.000   0.089   0.071   0.281   0.511   0.665   0.753   0.776
Precast-top   -0.000   0.053   0.042   0.169   0.308   0.401   0.456   0.470
Bottom        -0.000  -0.192  -0.154  -0.603  -1.093  -1.417  -1.600  -1.648
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.114   0.090   0.358   0.654   0.853   0.969   1.001 
Precast-top    0.026   0.452   0.375   1.173   2.000   2.492   2.661   2.817 
Bottom         0.849   3.116   2.653   2.091   0.902   0.165  -0.155  -0.338 
 

 
 
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    1.84    7.97   16.60   25.23   33.87   42.50
F_LL+I(+)
Topping-top   -0.000   0.112   0.089   0.348   0.616   0.797   0.884   0.866
Precast-top   -0.000   0.067   0.053   0.209   0.371   0.481   0.535   0.524
Bottom        -0.000  -0.241  -0.194  -0.746  -1.318  -1.699  -1.877  -1.840
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.124   0.099   0.386   0.687   0.892   0.992   0.979 
Precast-top    0.013   0.266   0.220   0.711   1.217   1.527   1.637   1.698 
Bottom         0.425   1.413   1.210   0.601  -0.320  -0.908  -1.155  -1.185 
 

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
    322.5    6.5   40.5    0.892   3.8   6.00e-3 50.0    334.9     1.992    4.224      0.00
      0.0    0.9   40.1     42.0 0.182      19.7 0.87    12.00     0.113    1.373 
Transfer:   3.00
    308.3    6.5   40.5    4.012  17.0  -0.05e-3 28.8    217.4     0.621    1.760      0.00
    619.3    4.0   38.5    189.0 0.173     108.2 4.99    12.00     0.113    1.420 
Critical:   3.87
    302.8    6.5   40.5    4.231  17.0  -0.07e-3 28.8    210.3     0.601    1.320      0.00
    820.4    4.3   38.4    189.0 0.171     109.2 5.05    12.00     0.113    1.442 
0.1L    :   8.63
    274.0    6.5   38.4    6.147  17.0  -0.07e-3 28.7    185.5     0.570    0.827      0.00
   1932.7    5.4   35.7    189.0 0.165     102.0 5.08    12.00     0.113    1.274 
0.2L    :  17.27
    224.6    6.5   37.6    7.812  17.0  -0.02e-3 28.9    137.7     0.440    0.620      0.00
   3446.6    6.0   34.6    189.0 0.138      94.8 4.88    12.00     0.113    1.225 
0.3L    :  25.90
    176.2    6.5   38.9    7.812  17.0   0.79e-3 31.8    118.0     0.407    0.620      0.00
   4468.2    6.0   35.9    189.0 0.102      60.8 3.01    24.00     0.113    1.315 
0.4L    :  34.53
    128.9    6.5   40.3    7.812   0.0   1.17e-3 33.1     89.6     0.314    0.413      0.00
   4988.1    6.0   37.2    189.0 0.079      53.6 2.56    24.00     0.113    1.198 
0.5L    :  43.17
     82.6    6.5   40.3    7.812   0.0   1.02e-3 32.6     34.7     0.119    0.413      0.00
   5026.1    6.0   37.2    189.0 0.051      57.1 2.72    24.00     0.113    1.935 
0.6L    :  51.80
    128.9    6.5   40.3    7.812   0.0   1.17e-3 33.1     89.6     0.314    0.413      0.00
   4988.1    6.0   37.2    189.0 0.079      53.6 2.56    24.00     0.113    1.198 
0.7L    :  60.43
    176.2    6.5   38.9    7.812  17.0   0.79e-3 31.8    118.0     0.407    0.620      0.00
   4468.2    6.0   35.9    189.0 0.102      60.8 3.01    24.00     0.113    1.315 
0.8L    :  69.07
    224.6    6.5   37.6    7.812  17.0  -0.02e-3 28.9    137.7     0.440    0.620      0.00
   3446.6    6.0   34.6    189.0 0.138      94.8 4.88    12.00     0.113    1.225 
0.9L    :  77.70
    274.0    6.5   38.4    6.147  17.0  -0.07e-3 28.7    185.5     0.570    0.827      0.00
   1932.7    5.4   35.7    189.0 0.165     102.0 5.08    12.00     0.113    1.274 
Critical:  82.47
    302.8    6.5   40.5    4.231  17.0  -0.07e-3 28.8    210.3     0.601    1.320      0.00
    820.4    4.3   38.4    189.0 0.171     109.2 5.05    12.00     0.113    1.442 
Transfer:  83.33
    308.3    6.5   40.5    4.012  17.0  -0.05e-3 28.8    217.4     0.621    1.760      0.00
    619.3    4.0   38.5    189.0 0.173     108.2 4.99    12.00     0.113    1.420 
Bearing :  85.67
    322.5    6.5   40.5    0.892   3.8   6.00e-3 50.0    334.9     1.992    4.224      0.00
      0.0    0.9   40.1     42.0 0.182      19.7 0.87    12.00     0.113    1.373 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1531.31
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    3.06
 
 
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
    322.5      8.94     40.54    0.93       40.07    24.00      0.300      2.231      0.109      4.224 
Transfer:      2.33
    308.3      8.89     40.54    4.04       38.51    24.00      0.300      2.215      0.099      1.760 
Critical:      3.20
    303.0      8.77     40.54    4.25       38.41    24.00      0.300      2.172      0.073      1.320 
0.1L    :      7.97
    274.0      8.53     38.38    5.36       35.70    24.00      0.300      2.094      0.026      0.827 
0.2L    :     16.60
    224.6      7.22     37.58    6.03       34.57    24.00      0.300      1.656      0.000      0.620 
0.3L    :     25.23
    176.2      5.45     38.92    6.04       35.90    24.00      0.300      1.068      0.000      0.620 
0.4L    :     33.87
    128.9      3.85     40.25    6.05       37.23    24.00      0.300      0.532      0.000      0.413 
0.5L    :     42.50
     82.6      2.46     40.25    6.05       37.23    24.00      0.300      0.072      0.000      0.413 
0.6L    :     51.13
    128.9      3.85     40.25    6.05       37.23    24.00      0.300      0.532      0.000      0.413 
0.7L    :     59.77
    176.2      5.45     38.92    6.04       35.90    24.00      0.300      1.068      0.000      0.620 
0.8L    :     68.40
    224.6      7.22     37.58    6.03       34.57    24.00      0.300      1.656      0.000      0.620 
0.9L    :     77.03
    274.0      8.53     38.38    5.36       35.70    24.00      0.300      2.094      0.026      0.827 
Critical:     81.80
    303.0      8.77     40.54    4.25       38.41    24.00      0.300      2.172      0.073      1.320 
Transfer:     82.67
    308.3      8.89     40.54    4.04       38.51    24.00      0.300      2.215      0.099      1.760 
Bearing :     85.00
    322.5      8.94     40.54    0.93       40.07    24.00      0.300      2.231      0.109      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.97 ft
Prestress      :       1.543  1.80      2.777  2.20      3.394
Self Wt.       :      -0.501  1.85     -0.927  2.40     -1.203
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          :       1.041            1.849            2.191
 
At 0.2 x L = 16.60 ft
Prestress      :       2.774  1.80      4.993  2.20      6.102
Self Wt.       :      -0.940  1.85     -1.739  2.40     -2.256
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          :       1.834            3.254            3.846
 
At 0.3 x L = 25.23 ft
Prestress      :       3.657  1.80      6.582  2.20      8.044
Self Wt.       :      -1.274  1.85     -2.357  2.40     -3.058
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          :       2.382            4.224            4.986
 
At 0.4 x L = 33.87 ft
Prestress      :       4.163  1.80      7.493  2.20      9.159
Self Wt.       :      -1.476  1.85     -2.731  2.40     -3.543
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          :       2.687            4.762            5.616
 
At 0.5 x L = 42.50 ft
Prestress      :       4.355  1.80      7.840  2.20      9.582
Self Wt.       :      -1.550  1.85     -2.868  2.40     -3.720
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          :       2.805            4.972            5.862
 
At 0.6 x L = 51.13 ft
Prestress      :       4.163  1.80      7.493  2.20      9.159
Self Wt.       :      -1.476  1.85     -2.731  2.40     -3.543
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          :       2.687            4.762            5.616
 
At 0.7 x L = 59.77 ft
Prestress      :       3.657  1.80      6.582  2.20      8.044
Self Wt.       :      -1.274  1.85     -2.357  2.40     -3.058
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          :       2.382            4.224            4.986
 
At 0.8 x L = 68.40 ft
Prestress      :       2.774  1.80      4.993  2.20      6.102
Self Wt.       :      -0.940  1.85     -1.739  2.40     -2.256
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          :       1.834            3.254            3.846
 
At 0.9 x L = 77.03 ft
Prestress      :       1.543  1.80      2.777  2.20      3.394
Self Wt.       :      -0.501  1.85     -0.927  2.40     -1.203
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          :       1.041            1.849            2.191
 

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
   609.8    35.4  5.158  259.8    4.8   4.04   3725.9  0.024T 1.00       -       -     -     -  
H/2     :   1.84
   484.8    35.3  4.316  261.4    4.0   3.40   3159.8  0.029T 1.00       -       -     -     -  
0.1L    :   7.97
  1932.7    36.3  6.916  256.9    6.3   5.36   4969.4  0.017T 1.00       -       -     -     -  
0.2L    :  16.60
  3550.7    37.6  7.812  255.7    7.1   6.03   5755.4  0.015T 1.00   4140.1  4140.1    1.39    -  
0.3L    :  25.23
  4673.0    38.9  7.812  256.2    7.1   6.04   5987.3  0.015T 1.00   4218.3  4218.3    1.42    -  
0.4L    :  33.87
  5342.4    40.3  7.812  256.6    7.1   6.05   6219.4  0.015T 1.00   4375.7  4375.7    1.42    -  
0.5L    :  42.50
  5535.0    40.3  7.812  256.6    7.1   6.05   6219.4  0.015T 1.00   4337.6  4337.6    1.43    -  
0.6L    :  51.13
  5342.4    40.3  7.812  256.6    7.1   6.05   6219.4  0.015T 1.00   4375.7  4375.7    1.42    -  
0.7L    :  59.77
  4673.0    38.9  7.812  256.2    7.1   6.04   5987.3  0.015T 1.00   4218.3  4218.3    1.42    -  
0.8L    :  68.40
  3550.7    37.6  7.812  255.7    7.1   6.03   5755.4  0.015T 1.00   4140.1  4140.1    1.39    -  
0.9L    :  77.03
  1932.7    36.3  6.916  256.9    6.3   5.36   4969.4  0.017T 1.00       -       -     -     -  
H/2     :  83.16
   484.8    35.3  4.316  261.4    4.0   3.40   3159.8  0.029T 1.00       -       -     -     -  
Transfer:  82.67
   609.8    35.4  5.158  259.8    4.8   4.04   3725.9  0.024T 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 1-18; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.078
        M   2.00 Fb     0.170
 
  2   2 E  32.00 Ft     0.418
        M   8.00 Fb     0.114
 
  3   2 E  30.00 Ft     0.725
        M   6.00 Fb     0.085
 
  4   2 E  28.00 Ft     1.001
        M   4.00 Fb     0.085
 
  5   2 E  26.00 Ft     1.244
        M   2.00 Fb     0.112
 
  6   2 E   6.00 Ft     1.200
        M   6.00 Fb     0.387
 
  7   2 E   6.00 Ft     1.155
        M   6.00 Fb     0.663
 
  8   2 E   6.00 Ft     1.111
        M   6.00 Fb     0.938
 
  9   2 E   6.00 Ft     1.067
        M   6.00 Fb     1.214
 
 10   2 E   4.00 Ft     0.991
        M   4.00 Fb     1.517
 
 11   2 E   4.00 Ft     0.914
        M   4.00 Fb     1.820
 
 12   2 E   4.00 Ft     0.838
        M   4.00 Fb     2.123
 
 13   2 E   4.00 Ft     0.761
        M   4.00 Fb     2.427
 
 14   2 E   2.00 Ft     0.653
        M   2.00 Fb     2.758
 
 15   2 E   2.00 Ft     0.544
        M   2.00 Fb     3.089
 
 16   2 E   2.00 Ft     0.436
        M   2.00 Fb     3.420
 
 17   2 E   2.00 Ft     0.327
        M   2.00 Fb     3.751
 
 18   2 E   2.00 Ft     0.219
        M   2.00 Fb     4.082
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 86.33            Release Length, ft: 86.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  36
No. of strands, Draped:   8           No. of strands, Straight:  28
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  9.45 %               Final losses: 14.53 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       4.144   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.082   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6219.37     5534.98     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.195     Midspan    1.800   0.225     Midspan
    Pre.Top:   4.500   2.934     Midspan    3.375   2.347     Midspan
    Pre.Bot:   4.500   3.068    Transfer    3.375   3.308    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520   0.026     Bearing
    Pre.Bot:  -0.520  -0.338     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.698     Midspan
    Pre.Bot:                                                             3.000   1.413    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.355  1.80      7.840  2.20      9.582
Self Wt.       :      -1.550  1.85     -2.868  2.40     -3.720
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          :       2.805            4.972            5.862
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              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 (Manual input)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   85.00
     DC  Line       0.087      0.00       0.087   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.333 ft
Release length = 86.333 ft
Design  length = 85.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.714   (Calculated)    
Live Moment (1  lane  loaded)  : 0.500   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.218   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.974   (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                  =        631.7 in2           1344.6 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           283283 in4#
Ht. of c.g.           =        17.14 in             29.42 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1571.8 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8127

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     1.84     7.97    16.60    25.23    33.87    42.50
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    639.8    668.3    662.4    668.3    668.3    668.3    668.3    668.3
  Yb      ,  in    17.04    16.69    16.76    16.64    16.57    16.49    16.42    16.42
  MI(Ixx) , in4   100483   102349   101944   102874   103780   104809   105961   105961
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1352.3   1379.2   1373.6   1379.2   1379.2   1379.2   1379.2   1379.2
  Yb      ,  in    29.30    28.90    28.99    28.88    28.85    28.81    28.78    28.78
  MI(Ixx) , in4   286398   297523   295160   298754   300740   302847   305073   305073

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  36 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 34.53 ft from member end )
END PATTERN (Ycg = 9.33 in):
    12 @  2.000 in     8 @  4.000 in     8 @  6.000 in     2 @ 26.000 in
     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.00 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     8 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    7.81 in2      Initial Pull          =     1531.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.629 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.537 ft
Holddown Force        =  19.675 kips     Beam Shrtng (PL/AE)   =      0.478 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)       
--------------------------------------------------------------------------------------
      3108.924         740 2300.604     14.027 56809.230   754.646     546.482        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.50       0.1250      0.3333    Yes
      2      US#6[M19]       60.00        0.88       2.50       0.3333      0.5417     No
      2      US#6[M19]       60.00        0.88       2.50       0.5417      0.7500    Yes
      2      US#6[M19]       60.00        0.88       4.00       0.7500      1.0833     No
      2      US#6[M19]       60.00        0.88       4.00       1.0833      1.4167    Yes
      2      US#6[M19]       60.00        0.88       4.00       1.4167      1.7500     No
      2      US#6[M19]       60.00        0.88       6.00       1.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167      9.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.6667     27.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.6667     32.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      32.6667     53.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      53.6667     58.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      58.6667     76.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00      76.6667     81.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      81.9167     82.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      82.5833     84.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      84.5833     84.9167     No
      2      US#6[M19]       60.00        0.88       4.00      84.9167     85.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00      85.2500     85.5833     No
      2      US#6[M19]       60.00        0.88       2.50      85.5833     85.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50      85.7917     86.0000     No
      2      US#6[M19]       60.00        0.88       2.50      86.0000     86.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      86.2083     86.3333     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 86.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.8120 in2       Ycg =  4.00 in
         P_init    =     1531.3 kips  Ecc = 13.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.53 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.256 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.22 ksi    0.00 ksi
    due to Composite Loads                                 -2.20 ksi    0.00 ksi
    due to Live Loads                                      -6.78 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        16.16 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.53 ksi  ( 9.45 %)            10.36 ksi ( 5.29 %)
Total Prestress Losses                                    28.90 ksi (14.74 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.1 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    63.5    50.4   201.9   373.6   496.2   569.8   594.3
(Max)       V      28.0    26.4    26.8    22.7    17.0    11.4     5.7     0.0
DL-Prec.  : M       0.0    11.8     9.4    37.5    69.3    92.1   105.7   110.3
DC(Max)     V       5.2     4.9     5.0     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    88.1    70.1   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    37.2    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.5     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    28.5    22.7    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    12.0    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    12.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   180.7   143.7   571.0  1043.4  1363.7  1553.5  1600.7
            V     136.9   131.7   132.8   119.1   100.7    82.3    57.3    38.9
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   136.9   131.7   132.8   119.1   101.7    85.1    69.1    53.8
            M      -0.0   185.5   147.9   571.0   990.3  1259.2  1372.7  1341.0
Total     : M+      0.0   388.9   309.2  1233.7  2270.0  2993.7  3426.4  3556.0
            V     228.7   218.4   220.6   193.7   156.7   119.7    76.2    39.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   228.7   218.4   220.6   193.7   157.7   122.5    87.9    54.0
            M      -0.0   393.8   313.4  1233.7  2216.9  2889.1  3245.6  3296.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   83.16   82.67   85.00
Self wt.  : M     569.8   496.2   373.6   201.9    50.4    63.5     0.0
(Max)       V       5.7    11.4    17.0    22.7    26.8    26.4    28.0
DL-Prec.  : M     105.7    92.1    69.3    37.5     9.4    11.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     5.0     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    70.1    88.1     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    37.2    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     256.3   223.2   168.0    90.8    22.7    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    12.0    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    12.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1553.5  1363.7  1043.4   571.0   143.7   180.7     0.0
            V      57.3    82.3   100.7   119.1   132.8   131.7   136.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.1    85.1   101.7   119.1   132.8   131.7   136.9
            M    1372.7  1259.2   990.3   571.0   147.9   185.5     0.0
Total     : M+   3426.4  2993.7  2270.0  1233.7   309.2   388.9     0.0
            V      76.2   119.7   156.7   193.7   220.6   218.4   228.7
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    87.9   122.5   157.7   193.7   220.6   218.4   228.7
            M    3245.6  2889.1  2216.9  1233.7   313.4   393.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               28.0             28.0
Deck+Haunch            38.8             38.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.2              5.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           34.7             34.7
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    63.5    50.4   201.9   373.6   496.2   569.8   594.3
(Max)       V      28.0    26.4    26.8    22.7    17.0    11.4     5.7     0.0
DL-Prec.  : M       0.0    11.8     9.4    37.5    69.3    92.1   105.7   110.3
DC(Max)     V       5.2     4.9     5.0     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    88.1    70.1   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    37.2    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.5     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    28.5    22.7    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    12.0    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    12.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   144.5   114.9   456.8   834.8  1090.9  1242.8  1280.6
            V     109.6   105.4   106.2    95.3    80.5    65.8    45.9    31.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   109.6   105.4   106.2    95.3    81.4    68.0    55.3    43.0
            M      -0.0   148.4   118.3   456.8   792.2  1007.3  1098.2  1072.8
Total     : M+      0.0   352.8   280.5  1119.5  2061.4  2720.9  3115.7  3235.9
            V     201.3   192.1   194.0   169.9   136.6   103.3    64.7    31.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   201.3   192.1   194.0   169.9   137.4   105.5    74.1    43.3
            M      -0.0   356.7   283.8  1119.5  2018.8  2637.3  2971.1  3028.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   83.16   82.67   85.00
Self wt.  : M     569.8   496.2   373.6   201.9    50.4    63.5     0.0
(Max)       V       5.7    11.4    17.0    22.7    26.8    26.4    28.0
DL-Prec.  : M     105.7    92.1    69.3    37.5     9.4    11.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     5.0     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    70.1    88.1     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    37.2    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     256.3   223.2   168.0    90.8    22.7    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    12.0    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    12.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1242.8  1090.9   834.8   456.8   114.9   144.5     0.0
            V      45.9    65.8    80.5    95.3   106.2   105.4   109.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    55.3    68.0    81.4    95.3   106.2   105.4   109.6
            M    1098.2  1007.3   792.2   456.8   118.3   148.4     0.0
Total     : M+   3115.7  2720.9  2061.4  1119.5   280.5   352.8     0.0
            V      64.7   103.3   136.6   169.9   194.0   192.1   201.3
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    74.1   105.5   137.4   169.9   194.0   192.1   201.3
            M    2971.1  2637.3  2018.8  1119.5   283.8   356.7     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    79.3    63.1   252.4   467.0   620.2   712.2   742.8
(Max)       V      35.0    33.0    33.4    28.4    21.3    14.2     7.1     0.0
Self wt.  : M       0.0    57.1    45.4   181.7   336.2   446.6   512.8   534.8
(Min)       V      25.2    23.8    24.1    20.5    15.3    10.2     5.1     0.0
DL-Prec.  : M       0.0    14.7    11.7    46.8    86.7   115.1   132.2   137.9
DC(Max)     V       6.5     6.1     6.2     5.3     4.0     2.6     1.3     0.0
DL-Prec.  : M       0.0    10.6     8.4    33.7    62.4    82.9    95.2    99.3
DC(Min)     V       4.7     4.4     4.5     3.8     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   110.2    87.6   350.5   648.5   861.3   989.0  1031.6
Haunch (Max)V      48.5    45.9    46.4    39.4    29.6    19.7     9.9     0.0
Deck +    : M       0.0    79.3    63.0   252.4   466.9   620.2   712.1   742.7
Haunch (Min)V      35.0    33.0    33.4    28.4    21.3    14.2     7.1     0.0
Diaphragm : M       0.0     0.7     0.6     2.5     5.2     7.9    10.6    13.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.4     1.8     3.7     5.7     7.6     9.6
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.7    28.4   113.5   210.1   279.0   320.4   334.2
DC(Max)     V      15.7    14.9    15.0    12.8     9.6     6.4     3.2     0.0
DL-Comp   : M       0.0    25.7    20.4    81.7   151.2   200.9   230.7   240.6
DC(Min)     V      11.3    10.7    10.8     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    23.6    18.8    75.2   139.1   184.7   212.1   221.2
DW(Max)     V      10.4     9.8    10.0     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.2     8.1    32.6    60.3    80.0    91.9    95.9
DW(Min)     V       4.5     4.3     4.3     3.7     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   316.2   251.4   999.2  1826.0  2386.4  2718.6  2801.3
            V     239.6   230.5   232.4   208.4   176.2   144.0   100.3    68.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   239.6   230.5   232.4   208.4   178.0   148.9   120.9    94.1
            M      -0.0   324.7   258.8   999.2  1733.0  2203.5  2402.2  2346.8
Total     : M+      0.0   580.4   461.5  1840.2  3382.4  4454.7  5095.1  5282.2
            V     356.1   340.5   343.8   303.0   247.3   191.5   124.2    68.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   356.1   340.5   343.8   303.0   249.0   196.3   144.8    94.4
            M      -0.0   588.9   468.8  1840.2  3289.5  4271.8  4778.7  4827.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   83.16   82.67   85.00
Self wt.  : M     712.2   620.2   467.0   252.4    63.1    79.3     0.0
(Max)       V       7.1    14.2    21.3    28.4    33.4    33.0    35.0
Self wt.  : M     512.8   446.6   336.2   181.7    45.4    57.1     0.0
(Min)       V       5.1    10.2    15.3    20.5    24.1    23.8    25.2
DL-Prec.  : M     132.2   115.1    86.7    46.8    11.7    14.7     0.0
DC(Max)     V       1.3     2.6     4.0     5.3     6.2     6.1     6.5
DL-Prec.  : M      95.2    82.9    62.4    33.7     8.4    10.6     0.0
DC(Min)     V       0.9     1.9     2.8     3.8     4.5     4.4     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     989.0   861.3   648.5   350.5    87.6   110.2     0.0
Haunch (Max)V       9.9    19.7    29.6    39.4    46.4    45.9    48.5
Deck +    : M     712.1   620.2   466.9   252.4    63.0    79.3     0.0
Haunch (Min)V       7.1    14.2    21.3    28.4    33.4    33.0    35.0
Diaphragm : M      10.6     7.9     5.2     2.5     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       7.6     5.7     3.7     1.8     0.4     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     320.4   279.0   210.1   113.5    28.4    35.7     0.0
DC(Max)     V       3.2     6.4     9.6    12.8    15.0    14.9    15.7
DL-Comp   : M     230.7   200.9   151.2    81.7    20.4    25.7     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.8    10.7    11.3
DL-Comp   : M     212.1   184.7   139.1    75.2    18.8    23.6     0.0
DW(Max)     V       2.1     4.2     6.3     8.5    10.0     9.8    10.4
DL-Comp   : M      91.9    80.0    60.3    32.6     8.1    10.2     0.0
DW(Min)     V       0.9     1.8     2.7     3.7     4.3     4.3     4.5
LL + I    : M+   2718.6  2386.4  1826.0   999.2   251.4   316.2     0.0
            V     100.3   144.0   176.2   208.4   232.4   230.5   239.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   120.9   148.9   178.0   208.4   232.4   230.5   239.6
            M    2402.2  2203.5  1733.0   999.2   258.8   324.7     0.0
Total     : M+   5095.1  4454.7  3382.4  1840.2   461.5   580.4     0.0
            V     124.2   191.5   247.3   303.0   343.8   340.5   356.1
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   144.8   196.3   249.0   303.0   343.8   340.5   356.1
            M    4778.7  4271.8  3289.5  1840.2   468.8   588.9     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               35.0             35.0
Deck+Haunch            48.5             48.5
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.5              6.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           52.1             52.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    63.5    50.4   201.9   373.6   496.2   569.8   594.3
(Max)       V      28.0    26.4    26.8    22.7    17.0    11.4     5.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    11.8     9.4    37.5    69.3    92.1   105.7   110.3
DC(Max)     V       5.2     4.9     5.0     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    88.1    70.1   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    37.2    31.6    23.7    15.8     7.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    28.5    22.7    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    12.0    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    15.8    12.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   126.9   101.1   395.8   704.4   915.9  1020.7  1000.3
            V     110.9   106.8   107.6    96.8    82.7    63.6    49.5    35.3
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   110.9   106.8   107.6    96.8    82.7    68.6    54.4    40.6
            M       0.0   126.9   101.1   395.8   704.4   887.9   946.3   885.6
Total     : M+      0.0   335.2   266.6  1058.5  1931.0  2545.9  2893.5  2955.6
            V     202.7   193.5   195.4   171.4   138.7   101.0    68.3    35.6
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   202.7   193.5   195.4   171.4   138.7   106.0    73.3    40.8
            M       0.0   335.2   266.6  1058.5  1931.0  2517.9  2819.1  2840.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   83.16   82.67   85.00
Self wt.  : M     569.8   496.2   373.6   201.9    50.4    63.5     0.0
(Max)       V       5.7    11.4    17.0    22.7    26.8    26.4    28.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     105.7    92.1    69.3    37.5     9.4    11.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     5.0     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    70.1    88.1     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    37.2    36.7    38.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       8.5     6.3     4.2     2.0     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     256.3   223.2   168.0    90.8    22.7    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    12.0    11.9    12.6
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     141.4   123.2    92.7    50.1    12.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1020.7   915.9   704.4   395.8   101.1   126.9     0.0
            V      49.5    63.6    82.7    96.8   107.6   106.8   110.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.4    68.6    82.7    96.8   107.6   106.8   110.9
            M     946.3   887.9   704.4   395.8   101.1   126.9     0.0
Total     : M+   2893.5  2545.9  1931.0  1058.5   266.6   335.2     0.0
            V      68.3   101.0   138.7   171.4   195.4   193.5   202.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    73.3   106.0   138.7   171.4   195.4   193.5   202.7
            M    2819.1  2517.9  1931.0  1058.5   266.6   335.2     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.186   0.498   0.882   1.150   1.305   1.359 
Bottom        -0.161  -0.428  -0.752  -0.972  -1.094  -1.140 
 
Prestress
Precast-top    0.033  -0.199  -0.547  -0.889  -1.223  -1.223 
Bottom         4.243   4.431   4.711   4.980   5.238   5.238 
 
Total
Precast-top    0.219   0.300   0.334   0.261   0.082   0.136 
Bottom         4.082   4.002   3.959   4.008   4.144   4.098 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.55 %)
             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    1.84    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top    0.026   0.028   0.039  -0.172  -0.473  -0.769  -1.057  -1.057
Bottom         0.849   3.668   3.096   3.830   4.073   4.305   4.528   4.528
 
Self wt.
Precast-top   -0.000   0.144   0.114   0.456   0.839   1.108   1.263   1.318
Bottom        -0.000  -0.124  -0.100  -0.392  -0.716  -0.937  -1.059  -1.105
 
DL-Prec (DC)
Precast-top   -0.000   0.027   0.021   0.085   0.156   0.206   0.234   0.245
Bottom        -0.000  -0.023  -0.018  -0.073  -0.133  -0.174  -0.197  -0.205
 
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   0.001   0.001   0.004   0.009   0.014   0.019   0.024
Bottom        -0.000  -0.001  -0.001  -0.004  -0.008  -0.012  -0.016  -0.020
 
Deck + Haunch
Precast-top   -0.000   0.200   0.159   0.633   1.166   1.539   1.755   1.830
Bottom        -0.000  -0.172  -0.138  -0.544  -0.994  -1.301  -1.471  -1.535
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.011   0.046   0.084   0.111   0.127   0.132
Precast-top   -0.000   0.008   0.006   0.026   0.048   0.064   0.073   0.076
Bottom        -0.000  -0.033  -0.027  -0.105  -0.193  -0.255  -0.290  -0.303
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.006   0.025   0.046   0.061   0.070   0.073
Precast-top   -0.000   0.005   0.004   0.014   0.026   0.035   0.040   0.042
Bottom        -0.000  -0.018  -0.015  -0.058  -0.107  -0.141  -0.160  -0.167
 
LL+I(+)
Topping-top   -0.000   0.091   0.072   0.286   0.521   0.678   0.768   0.792
Precast-top   -0.000   0.052   0.041   0.163   0.298   0.388   0.441   0.455
Bottom        -0.000  -0.211  -0.169  -0.662  -1.201  -1.557  -1.759  -1.812
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.113   0.090   0.357   0.651   0.850   0.965   0.997 
Precast-top    0.026   0.464   0.385   1.210   2.069   2.585   2.768   2.931 
Bottom         0.849   3.085   2.628   1.992   0.721  -0.071  -0.423  -0.618 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.022   0.018   0.071   0.130   0.172   0.197   0.205 
Precast-top    0.026   0.412   0.344   1.047   1.772   2.197   2.327   2.476 
Bottom         0.849   3.295   2.797   2.654   1.922   1.486   1.335   1.194 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.186   0.498   0.882   1.150   1.305   1.359 
Bottom        -0.161  -0.428  -0.752  -0.972  -1.094  -1.140 
 
Prestress
Precast-top    0.033  -0.199  -0.547  -0.889  -1.223  -1.223 
Bottom         4.243   4.431   4.711   4.980   5.238   5.238 
 
Total
Precast-top    0.219   0.300   0.334   0.261   0.082   0.136 
Bottom         4.082   4.002   3.959   4.008   4.144   4.098 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.55 %)
             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    1.84    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top    0.026   0.028   0.039  -0.172  -0.473  -0.769  -1.057  -1.057
Bottom         0.849   3.668   3.096   3.830   4.073   4.305   4.528   4.528
 
Self wt.
Precast-top   -0.000   0.144   0.114   0.456   0.839   1.108   1.263   1.318
Bottom        -0.000  -0.124  -0.100  -0.392  -0.716  -0.937  -1.059  -1.105
 
DL-Prec (DC)
Precast-top   -0.000   0.027   0.021   0.085   0.156   0.206   0.234   0.245
Bottom        -0.000  -0.023  -0.018  -0.073  -0.133  -0.174  -0.197  -0.205
 
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   0.001   0.001   0.004   0.009   0.014   0.019   0.024
Bottom        -0.000  -0.001  -0.001  -0.004  -0.008  -0.012  -0.016  -0.020
 
Deck + Haunch
Precast-top   -0.000   0.200   0.159   0.633   1.166   1.539   1.755   1.830
Bottom        -0.000  -0.172  -0.138  -0.544  -0.994  -1.301  -1.471  -1.535
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.011   0.046   0.084   0.111   0.127   0.132
Precast-top   -0.000   0.008   0.006   0.026   0.048   0.064   0.073   0.076
Bottom        -0.000  -0.033  -0.027  -0.105  -0.193  -0.255  -0.290  -0.303
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.006   0.025   0.046   0.061   0.070   0.073
Precast-top   -0.000   0.005   0.004   0.014   0.026   0.035   0.040   0.042
Bottom        -0.000  -0.018  -0.015  -0.058  -0.107  -0.141  -0.160  -0.167
 
LL+I(+)
Topping-top   -0.000   0.073   0.058   0.229   0.417   0.542   0.615   0.633
Precast-top   -0.000   0.041   0.033   0.131   0.238   0.311   0.353   0.364
Bottom        -0.000  -0.168  -0.135  -0.530  -0.961  -1.245  -1.407  -1.450
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.095   0.076   0.300   0.547   0.714   0.811   0.838 
Precast-top    0.026   0.453   0.377   1.178   2.010   2.507   2.680   2.840 
Bottom         0.849   3.127   2.662   2.124   0.962   0.241  -0.072  -0.255 
 

 
 
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    1.84    7.97   16.60   25.23   33.87   42.50
F_LL+I(+)
Topping-top   -0.000   0.064   0.051   0.199   0.352   0.455   0.505   0.495
Precast-top   -0.000   0.036   0.029   0.113   0.201   0.261   0.290   0.284
Bottom        -0.000  -0.148  -0.119  -0.459  -0.811  -1.046  -1.155  -1.132
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.075   0.060   0.234   0.417   0.541   0.603   0.597 
Precast-top    0.013   0.242   0.201   0.637   1.087   1.359   1.453   1.522 
Bottom         0.425   1.500   1.279   0.868   0.150  -0.303  -0.488  -0.535 
 

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
    356.1    6.5   40.5    0.886   3.8   6.00e-3 50.0    372.2     2.210    4.224      0.00
      0.0    0.8   40.1     42.0 0.200      19.7 0.87    12.00     0.113    1.246 
Transfer:   3.00
    340.5    6.5   40.5    3.988  17.0  -0.03e-3 28.9    254.3     0.724    1.760      0.00
    588.9    3.5   38.8    189.0 0.191     107.0 4.91    12.00     0.113    1.293 
Critical:   3.89
    334.4    6.5   40.5    4.211  17.0  -0.04e-3 28.8    246.6     0.702    1.320      0.00
    784.6    3.7   38.7    189.0 0.188     108.0 4.96    12.00     0.113    1.314 
0.1L    :   8.63
    303.0    6.5   38.4    6.115  17.0  -0.07e-3 28.8    217.1     0.661    0.827      0.00
   1840.2    4.7   36.0    189.0 0.182     102.6 5.06    12.00     0.113    1.161 
0.2L    :  17.27
    249.0    6.5   37.6    7.812  17.0  -0.03e-3 28.9    163.2     0.516    0.620      0.00
   3289.5    5.3   34.9    189.0 0.153      96.5 4.91    12.00     0.113    1.119 
0.3L    :  25.90
    196.3    6.5   38.9    7.812  17.0   0.53e-3 30.8    130.9     0.431    0.620      0.00
   4271.8    5.3   36.2    189.0 0.114      70.2 3.44    24.00     0.113    1.263 
0.4L    :  34.53
    144.8    6.5   40.3    7.812   0.0   0.87e-3 32.1     99.6     0.332    0.413      0.00
   4778.7    5.3   37.6    189.0 0.088      61.3 2.90    24.00     0.113    1.152 
0.5L    :  43.17
     94.4    6.5   40.3    7.812   0.0   0.72e-3 31.5     38.9     0.127    0.413      0.00
   4827.8    5.3   37.6    189.0 0.057      66.0 3.12    24.00     0.113    1.836 
0.6L    :  51.80
    144.8    6.5   40.3    7.812   0.0   0.87e-3 32.1     99.6     0.332    0.413      0.00
   4778.7    5.3   37.6    189.0 0.088      61.3 2.90    24.00     0.113    1.152 
0.7L    :  60.43
    196.3    6.5   38.9    7.812  17.0   0.53e-3 30.8    130.9     0.431    0.620      0.00
   4271.8    5.3   36.2    189.0 0.114      70.2 3.44    24.00     0.113    1.263 
0.8L    :  69.07
    249.0    6.5   37.6    7.812  17.0  -0.03e-3 28.9    163.2     0.516    0.620      0.00
   3289.5    5.3   34.9    189.0 0.153      96.5 4.91    12.00     0.113    1.119 
0.9L    :  77.70
    303.0    6.5   38.4    6.115  17.0  -0.07e-3 28.8    217.1     0.661    0.827      0.00
   1840.2    4.7   36.0    189.0 0.182     102.6 5.06    12.00     0.113    1.161 
Critical:  82.44
    334.4    6.5   40.5    4.211  17.0  -0.04e-3 28.8    246.6     0.702    1.320      0.00
    784.6    3.7   38.7    189.0 0.188     108.0 4.96    12.00     0.113    1.314 
Transfer:  83.33
    340.5    6.5   40.5    3.988  17.0  -0.03e-3 28.9    254.3     0.724    1.760      0.00
    588.9    3.5   38.8    189.0 0.191     107.0 4.91    12.00     0.113    1.293 
Bearing :  85.67
    356.1    6.5   40.5    0.886   3.8   6.00e-3 50.0    372.2     2.210    4.224      0.00
      0.0    0.8   40.1     42.0 0.200      19.7 0.87    12.00     0.113    1.246 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1531.31
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    3.06
 
 
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
    356.1      9.86     40.54    0.81       40.13    24.00      0.300      2.536      0.292      4.224 
Transfer:      2.33
    340.5      9.76     40.54    3.55       38.76    24.00      0.300      2.504      0.272      1.760 
Critical:      3.22
    334.6      9.62     40.54    3.74       38.67    24.00      0.300      2.455      0.243      1.320 
0.1L    :      7.97
    303.0      9.35     38.38    4.71       36.02    24.00      0.300      2.366      0.190      0.827 
0.2L    :     16.60
    249.0      7.92     37.58    5.33       34.92    24.00      0.300      1.892      0.000      0.620 
0.3L    :     25.23
    196.3      6.02     38.92    5.34       36.25    24.00      0.300      1.256      0.000      0.620 
0.4L    :     33.87
    144.8      4.28     40.25    5.34       37.58    24.00      0.300      0.677      0.000      0.413 
0.5L    :     42.50
     94.4      2.79     40.25    5.34       37.58    24.00      0.300      0.181      0.000      0.413 
0.6L    :     51.13
    144.8      4.28     40.25    5.34       37.58    24.00      0.300      0.677      0.000      0.413 
0.7L    :     59.77
    196.3      6.02     38.92    5.34       36.25    24.00      0.300      1.256      0.000      0.620 
0.8L    :     68.40
    249.0      7.92     37.58    5.33       34.92    24.00      0.300      1.892      0.000      0.620 
0.9L    :     77.03
    303.0      9.35     38.38    4.71       36.02    24.00      0.300      2.366      0.190      0.827 
Critical:     81.78
    334.6      9.62     40.54    3.74       38.67    24.00      0.300      2.455      0.243      1.320 
Transfer:     82.67
    340.5      9.76     40.54    3.55       38.76    24.00      0.300      2.504      0.272      1.760 
Bearing :     85.00
    356.1      9.86     40.54    0.81       40.13    24.00      0.300      2.536      0.292      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.97 ft
Prestress      :       1.543  1.80      2.777  2.20      3.394
Self Wt.       :      -0.501  1.85     -0.927  2.40     -1.203
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          :       1.041            1.849            2.191
 
At 0.2 x L = 16.60 ft
Prestress      :       2.774  1.80      4.993  2.20      6.102
Self Wt.       :      -0.940  1.85     -1.739  2.40     -2.256
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          :       1.834            3.254            3.846
 
At 0.3 x L = 25.23 ft
Prestress      :       3.657  1.80      6.582  2.20      8.044
Self Wt.       :      -1.274  1.85     -2.357  2.40     -3.058
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          :       2.382            4.224            4.986
 
At 0.4 x L = 33.87 ft
Prestress      :       4.163  1.80      7.493  2.20      9.159
Self Wt.       :      -1.476  1.85     -2.731  2.40     -3.543
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          :       2.687            4.762            5.616
 
At 0.5 x L = 42.50 ft
Prestress      :       4.355  1.80      7.840  2.20      9.582
Self Wt.       :      -1.550  1.85     -2.868  2.40     -3.720
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          :       2.805            4.972            5.862
 
At 0.6 x L = 51.13 ft
Prestress      :       4.163  1.80      7.493  2.20      9.159
Self Wt.       :      -1.476  1.85     -2.731  2.40     -3.543
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          :       2.687            4.762            5.616
 
At 0.7 x L = 59.77 ft
Prestress      :       3.657  1.80      6.582  2.20      8.044
Self Wt.       :      -1.274  1.85     -2.357  2.40     -3.058
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          :       2.382            4.224            4.986
 
At 0.8 x L = 68.40 ft
Prestress      :       2.774  1.80      4.993  2.20      6.102
Self Wt.       :      -0.940  1.85     -1.739  2.40     -2.256
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          :       1.834            3.254            3.846
 
At 0.9 x L = 77.03 ft
Prestress      :       1.543  1.80      2.777  2.20      3.394
Self Wt.       :      -0.501  1.85     -0.927  2.40     -1.203
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          :       1.041            1.849            2.191
 

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
   580.4    35.4  5.127  261.1    4.2   3.55   3748.9  0.027T 1.00       -       -     -     -  
H/2     :   1.84
   461.5    35.3  4.291  262.5    3.5   2.98   3173.2  0.033T 1.00       -       -     -     -  
0.1L    :   7.97
  1840.2    36.2  6.880  258.4    5.5   4.71   5022.1  0.020T 1.00       -       -     -     -  
0.2L    :  16.60
  3382.4    37.6  7.812  257.4    6.3   5.33   5851.2  0.017T 1.00   4164.2  4164.2    1.41    -  
0.3L    :  25.23
  4454.7    38.9  7.812  257.8    6.3   5.34   6083.6  0.017T 1.00   4229.9  4229.9    1.44    -  
0.4L    :  33.87
  5095.1    40.3  7.812  258.2    6.3   5.34   6316.2  0.017T 1.00   4381.3  4381.3    1.44    -  
0.5L    :  42.50
  5282.2    40.3  7.812  258.2    6.3   5.34   6316.2  0.017T 1.00   4339.3  4339.3    1.46    -  
0.6L    :  51.13
  5095.1    40.3  7.812  258.2    6.3   5.34   6316.2  0.017T 1.00   4381.3  4381.3    1.44    -  
0.7L    :  59.77
  4454.7    38.9  7.812  257.8    6.3   5.34   6083.6  0.017T 1.00   4229.9  4229.9    1.44    -  
0.8L    :  68.40
  3382.4    37.6  7.812  257.4    6.3   5.33   5851.2  0.017T 1.00   4164.2  4164.2    1.41    -  
0.9L    :  77.03
  1840.2    36.2  6.880  258.4    5.5   4.71   5022.1  0.020T 1.00       -       -     -     -  
H/2     :  83.16
   461.5    35.3  4.291  262.5    3.5   2.98   3173.2  0.033T 1.00       -       -     -     -  
Transfer:  82.67
   580.4    35.4  5.127  261.1    4.2   3.55   3748.9  0.027T 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 1-18; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.078
        M   2.00 Fb     0.170
 
  2   2 E  32.00 Ft     0.418
        M   8.00 Fb     0.114
 
  3   2 E  30.00 Ft     0.725
        M   6.00 Fb     0.085
 
  4   2 E  28.00 Ft     1.001
        M   4.00 Fb     0.085
 
  5   2 E  26.00 Ft     1.244
        M   2.00 Fb     0.112
 
  6   2 E   6.00 Ft     1.200
        M   6.00 Fb     0.387
 
  7   2 E   6.00 Ft     1.155
        M   6.00 Fb     0.663
 
  8   2 E   6.00 Ft     1.111
        M   6.00 Fb     0.938
 
  9   2 E   6.00 Ft     1.067
        M   6.00 Fb     1.214
 
 10   2 E   4.00 Ft     0.991
        M   4.00 Fb     1.517
 
 11   2 E   4.00 Ft     0.914
        M   4.00 Fb     1.820
 
 12   2 E   4.00 Ft     0.838
        M   4.00 Fb     2.123
 
 13   2 E   4.00 Ft     0.761
        M   4.00 Fb     2.427
 
 14   2 E   2.00 Ft     0.653
        M   2.00 Fb     2.758
 
 15   2 E   2.00 Ft     0.544
        M   2.00 Fb     3.089
 
 16   2 E   2.00 Ft     0.436
        M   2.00 Fb     3.420
 
 17   2 E   2.00 Ft     0.327
        M   2.00 Fb     3.751
 
 18   2 E   2.00 Ft     0.219
        M   2.00 Fb     4.082
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 86.33            Release Length, ft: 86.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  36
No. of strands, Draped:   8           No. of strands, Straight:  28
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  9.45 %               Final losses: 14.74 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       4.144   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.082   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6316.15     5282.24     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   0.997     Midspan    1.800   0.205     Midspan
    Pre.Top:   4.500   2.931     Midspan    3.375   2.476     Midspan
    Pre.Bot:   4.500   3.085    Transfer    3.375   3.295    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520   0.026     Bearing
    Pre.Bot:  -0.520  -0.255     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.522     Midspan
    Pre.Bot:                                                             3.000   1.500    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.355  1.80      7.840  2.20      9.582
Self Wt.       :      -1.550  1.85     -2.868  2.40     -3.720
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          :       2.805            4.972            5.862
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   85.00
     DC  Line       0.087      0.00       0.087   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.333 ft
Release length = 86.333 ft
Design  length = 85.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.714   (Calculated)    
Live Moment (1  lane  loaded)  : 0.500   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.218   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.974   (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                  =        631.7 in2           1344.6 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           283283 in4#
Ht. of c.g.           =        17.14 in             29.42 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1571.8 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8127

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     1.84     7.97    16.60    25.23    33.87    42.50
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    639.8    668.3    662.4    668.3    668.3    668.3    668.3    668.3
  Yb      ,  in    17.04    16.69    16.76    16.64    16.57    16.49    16.42    16.42
  MI(Ixx) , in4   100483   102349   101944   102874   103780   104809   105961   105961
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1352.3   1379.2   1373.6   1379.2   1379.2   1379.2   1379.2   1379.2
  Yb      ,  in    29.30    28.90    28.99    28.88    28.85    28.81    28.78    28.78
  MI(Ixx) , in4   286398   297523   295160   298754   300740   302847   305073   305073

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  36 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 34.53 ft from member end )
END PATTERN (Ycg = 9.33 in):
    12 @  2.000 in     8 @  4.000 in     8 @  6.000 in     2 @ 26.000 in
     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.00 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     8 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    7.81 in2      Initial Pull          =     1531.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.629 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.537 ft
Holddown Force        =  19.675 kips     Beam Shrtng (PL/AE)   =      0.478 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)       
--------------------------------------------------------------------------------------
      3108.924         740 2300.604     14.027 56809.230   754.646     546.482        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.50       0.1250      0.3333    Yes
      2      US#6[M19]       60.00        0.88       2.50       0.3333      0.5417     No
      2      US#6[M19]       60.00        0.88       2.50       0.5417      0.7500    Yes
      2      US#6[M19]       60.00        0.88       4.00       0.7500      1.0833     No
      2      US#6[M19]       60.00        0.88       4.00       1.0833      1.4167    Yes
      2      US#6[M19]       60.00        0.88       4.00       1.4167      1.7500     No
      2      US#6[M19]       60.00        0.88       6.00       1.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167      9.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.6667     27.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.6667     32.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      32.6667     53.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      53.6667     58.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      58.6667     76.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00      76.6667     81.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      81.9167     82.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      82.5833     84.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      84.5833     84.9167     No
      2      US#6[M19]       60.00        0.88       4.00      84.9167     85.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00      85.2500     85.5833     No
      2      US#6[M19]       60.00        0.88       2.50      85.5833     85.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50      85.7917     86.0000     No
      2      US#6[M19]       60.00        0.88       2.50      86.0000     86.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      86.2083     86.3333     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 86.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.8120 in2       Ycg =  4.00 in
         P_init    =     1531.3 kips  Ecc = 13.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.53 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.256 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.22 ksi    0.00 ksi
    due to Composite Loads                                 -2.20 ksi    0.00 ksi
    due to Live Loads                                      -6.78 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        16.16 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.53 ksi  ( 9.45 %)            10.36 ksi ( 5.29 %)
Total Prestress Losses                                    28.90 ksi (14.74 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.1 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    63.5    50.4   201.9   373.6   496.2   569.8   594.3
(Max)       V      28.0    26.4    26.8    22.7    17.0    11.4     5.7     0.0
DL-Prec.  : M       0.0    11.8     9.4    37.5    69.3    92.1   105.7   110.3
DC(Max)     V       5.2     4.9     5.0     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    88.1    70.1   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    37.2    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.5     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    28.5    22.7    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    12.0    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    12.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   180.7   143.7   571.0  1043.4  1363.7  1553.5  1600.7
            V     136.9   131.7   132.8   119.1   100.7    82.3    57.3    38.9
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   136.9   131.7   132.8   119.1   101.7    85.1    69.1    53.8
            M      -0.0   185.5   147.9   571.0   990.3  1259.2  1372.7  1341.0
Total     : M+      0.0   388.9   309.2  1233.7  2270.0  2993.7  3426.4  3556.0
            V     228.7   218.4   220.6   193.7   156.7   119.7    76.2    39.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   228.7   218.4   220.6   193.7   157.7   122.5    87.9    54.0
            M      -0.0   393.8   313.4  1233.7  2216.9  2889.1  3245.6  3296.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   83.16   82.67   85.00
Self wt.  : M     569.8   496.2   373.6   201.9    50.4    63.5     0.0
(Max)       V       5.7    11.4    17.0    22.7    26.8    26.4    28.0
DL-Prec.  : M     105.7    92.1    69.3    37.5     9.4    11.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     5.0     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    70.1    88.1     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    37.2    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     256.3   223.2   168.0    90.8    22.7    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    12.0    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    12.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1553.5  1363.7  1043.4   571.0   143.7   180.7     0.0
            V      57.3    82.3   100.7   119.1   132.8   131.7   136.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.1    85.1   101.7   119.1   132.8   131.7   136.9
            M    1372.7  1259.2   990.3   571.0   147.9   185.5     0.0
Total     : M+   3426.4  2993.7  2270.0  1233.7   309.2   388.9     0.0
            V      76.2   119.7   156.7   193.7   220.6   218.4   228.7
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    87.9   122.5   157.7   193.7   220.6   218.4   228.7
            M    3245.6  2889.1  2216.9  1233.7   313.4   393.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               28.0             28.0
Deck+Haunch            38.8             38.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.2              5.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           34.7             34.7
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    63.5    50.4   201.9   373.6   496.2   569.8   594.3
(Max)       V      28.0    26.4    26.8    22.7    17.0    11.4     5.7     0.0
DL-Prec.  : M       0.0    11.8     9.4    37.5    69.3    92.1   105.7   110.3
DC(Max)     V       5.2     4.9     5.0     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    88.1    70.1   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    37.2    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.5     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    28.5    22.7    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    12.0    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    12.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   144.5   114.9   456.8   834.8  1090.9  1242.8  1280.6
            V     109.6   105.4   106.2    95.3    80.5    65.8    45.9    31.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   109.6   105.4   106.2    95.3    81.4    68.0    55.3    43.0
            M      -0.0   148.4   118.3   456.8   792.2  1007.3  1098.2  1072.8
Total     : M+      0.0   352.8   280.5  1119.5  2061.4  2720.9  3115.7  3235.9
            V     201.3   192.1   194.0   169.9   136.6   103.3    64.7    31.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   201.3   192.1   194.0   169.9   137.4   105.5    74.1    43.3
            M      -0.0   356.7   283.8  1119.5  2018.8  2637.3  2971.1  3028.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   83.16   82.67   85.00
Self wt.  : M     569.8   496.2   373.6   201.9    50.4    63.5     0.0
(Max)       V       5.7    11.4    17.0    22.7    26.8    26.4    28.0
DL-Prec.  : M     105.7    92.1    69.3    37.5     9.4    11.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     5.0     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    70.1    88.1     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    37.2    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     256.3   223.2   168.0    90.8    22.7    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    12.0    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    12.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1242.8  1090.9   834.8   456.8   114.9   144.5     0.0
            V      45.9    65.8    80.5    95.3   106.2   105.4   109.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    55.3    68.0    81.4    95.3   106.2   105.4   109.6
            M    1098.2  1007.3   792.2   456.8   118.3   148.4     0.0
Total     : M+   3115.7  2720.9  2061.4  1119.5   280.5   352.8     0.0
            V      64.7   103.3   136.6   169.9   194.0   192.1   201.3
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    74.1   105.5   137.4   169.9   194.0   192.1   201.3
            M    2971.1  2637.3  2018.8  1119.5   283.8   356.7     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    79.3    63.1   252.4   467.0   620.2   712.2   742.8
(Max)       V      35.0    33.0    33.4    28.4    21.3    14.2     7.1     0.0
Self wt.  : M       0.0    57.1    45.4   181.7   336.2   446.6   512.8   534.8
(Min)       V      25.2    23.8    24.1    20.5    15.3    10.2     5.1     0.0
DL-Prec.  : M       0.0    14.7    11.7    46.8    86.7   115.1   132.2   137.9
DC(Max)     V       6.5     6.1     6.2     5.3     4.0     2.6     1.3     0.0
DL-Prec.  : M       0.0    10.6     8.4    33.7    62.4    82.9    95.2    99.3
DC(Min)     V       4.7     4.4     4.5     3.8     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   110.2    87.6   350.5   648.5   861.3   989.0  1031.6
Haunch (Max)V      48.5    45.9    46.4    39.4    29.6    19.7     9.9     0.0
Deck +    : M       0.0    79.3    63.0   252.4   466.9   620.2   712.1   742.7
Haunch (Min)V      35.0    33.0    33.4    28.4    21.3    14.2     7.1     0.0
Diaphragm : M       0.0     0.7     0.6     2.5     5.2     7.9    10.6    13.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.4     1.8     3.7     5.7     7.6     9.6
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.7    28.4   113.5   210.1   279.0   320.4   334.2
DC(Max)     V      15.7    14.9    15.0    12.8     9.6     6.4     3.2     0.0
DL-Comp   : M       0.0    25.7    20.4    81.7   151.2   200.9   230.7   240.6
DC(Min)     V      11.3    10.7    10.8     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    23.6    18.8    75.2   139.1   184.7   212.1   221.2
DW(Max)     V      10.4     9.8    10.0     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.2     8.1    32.6    60.3    80.0    91.9    95.9
DW(Min)     V       4.5     4.3     4.3     3.7     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   316.2   251.4   999.2  1826.0  2386.4  2718.6  2801.3
            V     239.6   230.5   232.4   208.4   176.2   144.0   100.3    68.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   239.6   230.5   232.4   208.4   178.0   148.9   120.9    94.1
            M      -0.0   324.7   258.8   999.2  1733.0  2203.5  2402.2  2346.8
Total     : M+      0.0   580.4   461.5  1840.2  3382.4  4454.7  5095.1  5282.2
            V     356.1   340.5   343.8   303.0   247.3   191.5   124.2    68.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   356.1   340.5   343.8   303.0   249.0   196.3   144.8    94.4
            M      -0.0   588.9   468.8  1840.2  3289.5  4271.8  4778.7  4827.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   83.16   82.67   85.00
Self wt.  : M     712.2   620.2   467.0   252.4    63.1    79.3     0.0
(Max)       V       7.1    14.2    21.3    28.4    33.4    33.0    35.0
Self wt.  : M     512.8   446.6   336.2   181.7    45.4    57.1     0.0
(Min)       V       5.1    10.2    15.3    20.5    24.1    23.8    25.2
DL-Prec.  : M     132.2   115.1    86.7    46.8    11.7    14.7     0.0
DC(Max)     V       1.3     2.6     4.0     5.3     6.2     6.1     6.5
DL-Prec.  : M      95.2    82.9    62.4    33.7     8.4    10.6     0.0
DC(Min)     V       0.9     1.9     2.8     3.8     4.5     4.4     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     989.0   861.3   648.5   350.5    87.6   110.2     0.0
Haunch (Max)V       9.9    19.7    29.6    39.4    46.4    45.9    48.5
Deck +    : M     712.1   620.2   466.9   252.4    63.0    79.3     0.0
Haunch (Min)V       7.1    14.2    21.3    28.4    33.4    33.0    35.0
Diaphragm : M      10.6     7.9     5.2     2.5     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       7.6     5.7     3.7     1.8     0.4     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     320.4   279.0   210.1   113.5    28.4    35.7     0.0
DC(Max)     V       3.2     6.4     9.6    12.8    15.0    14.9    15.7
DL-Comp   : M     230.7   200.9   151.2    81.7    20.4    25.7     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.8    10.7    11.3
DL-Comp   : M     212.1   184.7   139.1    75.2    18.8    23.6     0.0
DW(Max)     V       2.1     4.2     6.3     8.5    10.0     9.8    10.4
DL-Comp   : M      91.9    80.0    60.3    32.6     8.1    10.2     0.0
DW(Min)     V       0.9     1.8     2.7     3.7     4.3     4.3     4.5
LL + I    : M+   2718.6  2386.4  1826.0   999.2   251.4   316.2     0.0
            V     100.3   144.0   176.2   208.4   232.4   230.5   239.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   120.9   148.9   178.0   208.4   232.4   230.5   239.6
            M    2402.2  2203.5  1733.0   999.2   258.8   324.7     0.0
Total     : M+   5095.1  4454.7  3382.4  1840.2   461.5   580.4     0.0
            V     124.2   191.5   247.3   303.0   343.8   340.5   356.1
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   144.8   196.3   249.0   303.0   343.8   340.5   356.1
            M    4778.7  4271.8  3289.5  1840.2   468.8   588.9     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               35.0             35.0
Deck+Haunch            48.5             48.5
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.5              6.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           52.1             52.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    63.5    50.4   201.9   373.6   496.2   569.8   594.3
(Max)       V      28.0    26.4    26.8    22.7    17.0    11.4     5.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    11.8     9.4    37.5    69.3    92.1   105.7   110.3
DC(Max)     V       5.2     4.9     5.0     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    88.1    70.1   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    37.2    31.6    23.7    15.8     7.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    28.5    22.7    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    12.0    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    15.8    12.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   126.9   101.1   395.8   704.4   915.9  1020.7  1000.3
            V     110.9   106.8   107.6    96.8    82.7    63.6    49.5    35.3
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   110.9   106.8   107.6    96.8    82.7    68.6    54.4    40.6
            M       0.0   126.9   101.1   395.8   704.4   887.9   946.3   885.6
Total     : M+      0.0   335.2   266.6  1058.5  1931.0  2545.9  2893.5  2955.6
            V     202.7   193.5   195.4   171.4   138.7   101.0    68.3    35.6
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   202.7   193.5   195.4   171.4   138.7   106.0    73.3    40.8
            M       0.0   335.2   266.6  1058.5  1931.0  2517.9  2819.1  2840.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   83.16   82.67   85.00
Self wt.  : M     569.8   496.2   373.6   201.9    50.4    63.5     0.0
(Max)       V       5.7    11.4    17.0    22.7    26.8    26.4    28.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     105.7    92.1    69.3    37.5     9.4    11.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     5.0     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    70.1    88.1     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    37.2    36.7    38.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       8.5     6.3     4.2     2.0     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     256.3   223.2   168.0    90.8    22.7    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    12.0    11.9    12.6
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     141.4   123.2    92.7    50.1    12.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1020.7   915.9   704.4   395.8   101.1   126.9     0.0
            V      49.5    63.6    82.7    96.8   107.6   106.8   110.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.4    68.6    82.7    96.8   107.6   106.8   110.9
            M     946.3   887.9   704.4   395.8   101.1   126.9     0.0
Total     : M+   2893.5  2545.9  1931.0  1058.5   266.6   335.2     0.0
            V      68.3   101.0   138.7   171.4   195.4   193.5   202.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    73.3   106.0   138.7   171.4   195.4   193.5   202.7
            M    2819.1  2517.9  1931.0  1058.5   266.6   335.2     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.186   0.498   0.882   1.150   1.305   1.359 
Bottom        -0.161  -0.428  -0.752  -0.972  -1.094  -1.140 
 
Prestress
Precast-top    0.033  -0.199  -0.547  -0.889  -1.223  -1.223 
Bottom         4.243   4.431   4.711   4.980   5.238   5.238 
 
Total
Precast-top    0.219   0.300   0.334   0.261   0.082   0.136 
Bottom         4.082   4.002   3.959   4.008   4.144   4.098 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.55 %)
             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    1.84    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top    0.026   0.028   0.039  -0.172  -0.473  -0.769  -1.057  -1.057
Bottom         0.849   3.668   3.096   3.830   4.073   4.305   4.528   4.528
 
Self wt.
Precast-top   -0.000   0.144   0.114   0.456   0.839   1.108   1.263   1.318
Bottom        -0.000  -0.124  -0.100  -0.392  -0.716  -0.937  -1.059  -1.105
 
DL-Prec (DC)
Precast-top   -0.000   0.027   0.021   0.085   0.156   0.206   0.234   0.245
Bottom        -0.000  -0.023  -0.018  -0.073  -0.133  -0.174  -0.197  -0.205
 
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   0.001   0.001   0.004   0.009   0.014   0.019   0.024
Bottom        -0.000  -0.001  -0.001  -0.004  -0.008  -0.012  -0.016  -0.020
 
Deck + Haunch
Precast-top   -0.000   0.200   0.159   0.633   1.166   1.539   1.755   1.830
Bottom        -0.000  -0.172  -0.138  -0.544  -0.994  -1.301  -1.471  -1.535
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.011   0.046   0.084   0.111   0.127   0.132
Precast-top   -0.000   0.008   0.006   0.026   0.048   0.064   0.073   0.076
Bottom        -0.000  -0.033  -0.027  -0.105  -0.193  -0.255  -0.290  -0.303
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.006   0.025   0.046   0.061   0.070   0.073
Precast-top   -0.000   0.005   0.004   0.014   0.026   0.035   0.040   0.042
Bottom        -0.000  -0.018  -0.015  -0.058  -0.107  -0.141  -0.160  -0.167
 
LL+I(+)
Topping-top   -0.000   0.091   0.072   0.286   0.521   0.678   0.768   0.792
Precast-top   -0.000   0.052   0.041   0.163   0.298   0.388   0.441   0.455
Bottom        -0.000  -0.211  -0.169  -0.662  -1.201  -1.557  -1.759  -1.812
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.113   0.090   0.357   0.651   0.850   0.965   0.997 
Precast-top    0.026   0.464   0.385   1.210   2.069   2.585   2.768   2.931 
Bottom         0.849   3.085   2.628   1.992   0.721  -0.071  -0.423  -0.618 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.022   0.018   0.071   0.130   0.172   0.197   0.205 
Precast-top    0.026   0.412   0.344   1.047   1.772   2.197   2.327   2.476 
Bottom         0.849   3.295   2.797   2.654   1.922   1.486   1.335   1.194 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.186   0.498   0.882   1.150   1.305   1.359 
Bottom        -0.161  -0.428  -0.752  -0.972  -1.094  -1.140 
 
Prestress
Precast-top    0.033  -0.199  -0.547  -0.889  -1.223  -1.223 
Bottom         4.243   4.431   4.711   4.980   5.238   5.238 
 
Total
Precast-top    0.219   0.300   0.334   0.261   0.082   0.136 
Bottom         4.082   4.002   3.959   4.008   4.144   4.098 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.55 %)
             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    1.84    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top    0.026   0.028   0.039  -0.172  -0.473  -0.769  -1.057  -1.057
Bottom         0.849   3.668   3.096   3.830   4.073   4.305   4.528   4.528
 
Self wt.
Precast-top   -0.000   0.144   0.114   0.456   0.839   1.108   1.263   1.318
Bottom        -0.000  -0.124  -0.100  -0.392  -0.716  -0.937  -1.059  -1.105
 
DL-Prec (DC)
Precast-top   -0.000   0.027   0.021   0.085   0.156   0.206   0.234   0.245
Bottom        -0.000  -0.023  -0.018  -0.073  -0.133  -0.174  -0.197  -0.205
 
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   0.001   0.001   0.004   0.009   0.014   0.019   0.024
Bottom        -0.000  -0.001  -0.001  -0.004  -0.008  -0.012  -0.016  -0.020
 
Deck + Haunch
Precast-top   -0.000   0.200   0.159   0.633   1.166   1.539   1.755   1.830
Bottom        -0.000  -0.172  -0.138  -0.544  -0.994  -1.301  -1.471  -1.535
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.011   0.046   0.084   0.111   0.127   0.132
Precast-top   -0.000   0.008   0.006   0.026   0.048   0.064   0.073   0.076
Bottom        -0.000  -0.033  -0.027  -0.105  -0.193  -0.255  -0.290  -0.303
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.006   0.025   0.046   0.061   0.070   0.073
Precast-top   -0.000   0.005   0.004   0.014   0.026   0.035   0.040   0.042
Bottom        -0.000  -0.018  -0.015  -0.058  -0.107  -0.141  -0.160  -0.167
 
LL+I(+)
Topping-top   -0.000   0.073   0.058   0.229   0.417   0.542   0.615   0.633
Precast-top   -0.000   0.041   0.033   0.131   0.238   0.311   0.353   0.364
Bottom        -0.000  -0.168  -0.135  -0.530  -0.961  -1.245  -1.407  -1.450
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.095   0.076   0.300   0.547   0.714   0.811   0.838 
Precast-top    0.026   0.453   0.377   1.178   2.010   2.507   2.680   2.840 
Bottom         0.849   3.127   2.662   2.124   0.962   0.241  -0.072  -0.255 
 

 
 
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    1.84    7.97   16.60   25.23   33.87   42.50
F_LL+I(+)
Topping-top   -0.000   0.064   0.051   0.199   0.352   0.455   0.505   0.495
Precast-top   -0.000   0.036   0.029   0.113   0.201   0.261   0.290   0.284
Bottom        -0.000  -0.148  -0.119  -0.459  -0.811  -1.046  -1.155  -1.132
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.075   0.060   0.234   0.417   0.541   0.603   0.597 
Precast-top    0.013   0.242   0.201   0.637   1.087   1.359   1.453   1.522 
Bottom         0.425   1.500   1.279   0.868   0.150  -0.303  -0.488  -0.535 
 

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
    356.1    6.5   40.5    0.886   3.8   6.00e-3 50.0    372.2     2.210    4.224      0.00
      0.0    0.8   40.1     42.0 0.200      19.7 0.87    12.00     0.113    1.246 
Transfer:   3.00
    340.5    6.5   40.5    3.988  17.0  -0.03e-3 28.9    254.3     0.724    1.760      0.00
    588.9    3.5   38.8    189.0 0.191     107.0 4.91    12.00     0.113    1.293 
Critical:   3.89
    334.4    6.5   40.5    4.211  17.0  -0.04e-3 28.8    246.6     0.702    1.320      0.00
    784.6    3.7   38.7    189.0 0.188     108.0 4.96    12.00     0.113    1.314 
0.1L    :   8.63
    303.0    6.5   38.4    6.115  17.0  -0.07e-3 28.8    217.1     0.661    0.827      0.00
   1840.2    4.7   36.0    189.0 0.182     102.6 5.06    12.00     0.113    1.161 
0.2L    :  17.27
    249.0    6.5   37.6    7.812  17.0  -0.03e-3 28.9    163.2     0.516    0.620      0.00
   3289.5    5.3   34.9    189.0 0.153      96.5 4.91    12.00     0.113    1.119 
0.3L    :  25.90
    196.3    6.5   38.9    7.812  17.0   0.53e-3 30.8    130.9     0.431    0.620      0.00
   4271.8    5.3   36.2    189.0 0.114      70.2 3.44    24.00     0.113    1.263 
0.4L    :  34.53
    144.8    6.5   40.3    7.812   0.0   0.87e-3 32.1     99.6     0.332    0.413      0.00
   4778.7    5.3   37.6    189.0 0.088      61.3 2.90    24.00     0.113    1.152 
0.5L    :  43.17
     94.4    6.5   40.3    7.812   0.0   0.72e-3 31.5     38.9     0.127    0.413      0.00
   4827.8    5.3   37.6    189.0 0.057      66.0 3.12    24.00     0.113    1.836 
0.6L    :  51.80
    144.8    6.5   40.3    7.812   0.0   0.87e-3 32.1     99.6     0.332    0.413      0.00
   4778.7    5.3   37.6    189.0 0.088      61.3 2.90    24.00     0.113    1.152 
0.7L    :  60.43
    196.3    6.5   38.9    7.812  17.0   0.53e-3 30.8    130.9     0.431    0.620      0.00
   4271.8    5.3   36.2    189.0 0.114      70.2 3.44    24.00     0.113    1.263 
0.8L    :  69.07
    249.0    6.5   37.6    7.812  17.0  -0.03e-3 28.9    163.2     0.516    0.620      0.00
   3289.5    5.3   34.9    189.0 0.153      96.5 4.91    12.00     0.113    1.119 
0.9L    :  77.70
    303.0    6.5   38.4    6.115  17.0  -0.07e-3 28.8    217.1     0.661    0.827      0.00
   1840.2    4.7   36.0    189.0 0.182     102.6 5.06    12.00     0.113    1.161 
Critical:  82.44
    334.4    6.5   40.5    4.211  17.0  -0.04e-3 28.8    246.6     0.702    1.320      0.00
    784.6    3.7   38.7    189.0 0.188     108.0 4.96    12.00     0.113    1.314 
Transfer:  83.33
    340.5    6.5   40.5    3.988  17.0  -0.03e-3 28.9    254.3     0.724    1.760      0.00
    588.9    3.5   38.8    189.0 0.191     107.0 4.91    12.00     0.113    1.293 
Bearing :  85.67
    356.1    6.5   40.5    0.886   3.8   6.00e-3 50.0    372.2     2.210    4.224      0.00
      0.0    0.8   40.1     42.0 0.200      19.7 0.87    12.00     0.113    1.246 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1531.31
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    3.06
 
 
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
    356.1      9.86     40.54    0.81       40.13    24.00      0.300      2.536      0.292      4.224 
Transfer:      2.33
    340.5      9.76     40.54    3.55       38.76    24.00      0.300      2.504      0.272      1.760 
Critical:      3.22
    334.6      9.62     40.54    3.74       38.67    24.00      0.300      2.455      0.243      1.320 
0.1L    :      7.97
    303.0      9.35     38.38    4.71       36.02    24.00      0.300      2.366      0.190      0.827 
0.2L    :     16.60
    249.0      7.92     37.58    5.33       34.92    24.00      0.300      1.892      0.000      0.620 
0.3L    :     25.23
    196.3      6.02     38.92    5.34       36.25    24.00      0.300      1.256      0.000      0.620 
0.4L    :     33.87
    144.8      4.28     40.25    5.34       37.58    24.00      0.300      0.677      0.000      0.413 
0.5L    :     42.50
     94.4      2.79     40.25    5.34       37.58    24.00      0.300      0.181      0.000      0.413 
0.6L    :     51.13
    144.8      4.28     40.25    5.34       37.58    24.00      0.300      0.677      0.000      0.413 
0.7L    :     59.77
    196.3      6.02     38.92    5.34       36.25    24.00      0.300      1.256      0.000      0.620 
0.8L    :     68.40
    249.0      7.92     37.58    5.33       34.92    24.00      0.300      1.892      0.000      0.620 
0.9L    :     77.03
    303.0      9.35     38.38    4.71       36.02    24.00      0.300      2.366      0.190      0.827 
Critical:     81.78
    334.6      9.62     40.54    3.74       38.67    24.00      0.300      2.455      0.243      1.320 
Transfer:     82.67
    340.5      9.76     40.54    3.55       38.76    24.00      0.300      2.504      0.272      1.760 
Bearing :     85.00
    356.1      9.86     40.54    0.81       40.13    24.00      0.300      2.536      0.292      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.97 ft
Prestress      :       1.543  1.80      2.777  2.20      3.394
Self Wt.       :      -0.501  1.85     -0.927  2.40     -1.203
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          :       1.041            1.849            2.191
 
At 0.2 x L = 16.60 ft
Prestress      :       2.774  1.80      4.993  2.20      6.102
Self Wt.       :      -0.940  1.85     -1.739  2.40     -2.256
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          :       1.834            3.254            3.846
 
At 0.3 x L = 25.23 ft
Prestress      :       3.657  1.80      6.582  2.20      8.044
Self Wt.       :      -1.274  1.85     -2.357  2.40     -3.058
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          :       2.382            4.224            4.986
 
At 0.4 x L = 33.87 ft
Prestress      :       4.163  1.80      7.493  2.20      9.159
Self Wt.       :      -1.476  1.85     -2.731  2.40     -3.543
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          :       2.687            4.762            5.616
 
At 0.5 x L = 42.50 ft
Prestress      :       4.355  1.80      7.840  2.20      9.582
Self Wt.       :      -1.550  1.85     -2.868  2.40     -3.720
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          :       2.805            4.972            5.862
 
At 0.6 x L = 51.13 ft
Prestress      :       4.163  1.80      7.493  2.20      9.159
Self Wt.       :      -1.476  1.85     -2.731  2.40     -3.543
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          :       2.687            4.762            5.616
 
At 0.7 x L = 59.77 ft
Prestress      :       3.657  1.80      6.582  2.20      8.044
Self Wt.       :      -1.274  1.85     -2.357  2.40     -3.058
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          :       2.382            4.224            4.986
 
At 0.8 x L = 68.40 ft
Prestress      :       2.774  1.80      4.993  2.20      6.102
Self Wt.       :      -0.940  1.85     -1.739  2.40     -2.256
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          :       1.834            3.254            3.846
 
At 0.9 x L = 77.03 ft
Prestress      :       1.543  1.80      2.777  2.20      3.394
Self Wt.       :      -0.501  1.85     -0.927  2.40     -1.203
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          :       1.041            1.849            2.191
 

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
   580.4    35.4  5.127  261.1    4.2   3.55   3748.9  0.027T 1.00       -       -     -     -  
H/2     :   1.84
   461.5    35.3  4.291  262.5    3.5   2.98   3173.2  0.033T 1.00       -       -     -     -  
0.1L    :   7.97
  1840.2    36.3  6.880  258.4    5.5   4.71   5022.1  0.020T 1.00       -       -     -     -  
0.2L    :  16.60
  3382.4    37.6  7.812  257.4    6.3   5.33   5851.2  0.017T 1.00   4164.2  4164.2    1.41    -  
0.3L    :  25.23
  4454.7    38.9  7.812  257.8    6.3   5.34   6083.6  0.017T 1.00   4229.9  4229.9    1.44    -  
0.4L    :  33.87
  5095.1    40.3  7.812  258.2    6.3   5.34   6316.2  0.017T 1.00   4381.3  4381.3    1.44    -  
0.5L    :  42.50
  5282.2    40.3  7.812  258.2    6.3   5.34   6316.2  0.017T 1.00   4339.3  4339.3    1.46    -  
0.6L    :  51.13
  5095.1    40.3  7.812  258.2    6.3   5.34   6316.2  0.017T 1.00   4381.3  4381.3    1.44    -  
0.7L    :  59.77
  4454.7    38.9  7.812  257.8    6.3   5.34   6083.6  0.017T 1.00   4229.9  4229.9    1.44    -  
0.8L    :  68.40
  3382.4    37.6  7.812  257.4    6.3   5.33   5851.2  0.017T 1.00   4164.2  4164.2    1.41    -  
0.9L    :  77.03
  1840.2    36.3  6.880  258.4    5.5   4.71   5022.1  0.020T 1.00       -       -     -     -  
H/2     :  83.16
   461.5    35.3  4.291  262.5    3.5   2.98   3173.2  0.033T 1.00       -       -     -     -  
Transfer:  82.67
   580.4    35.4  5.127  261.1    4.2   3.55   3748.9  0.027T 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 1-18; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.078
        M   2.00 Fb     0.170
 
  2   2 E  32.00 Ft     0.418
        M   8.00 Fb     0.114
 
  3   2 E  30.00 Ft     0.725
        M   6.00 Fb     0.085
 
  4   2 E  28.00 Ft     1.001
        M   4.00 Fb     0.085
 
  5   2 E  26.00 Ft     1.244
        M   2.00 Fb     0.112
 
  6   2 E   6.00 Ft     1.200
        M   6.00 Fb     0.387
 
  7   2 E   6.00 Ft     1.155
        M   6.00 Fb     0.663
 
  8   2 E   6.00 Ft     1.111
        M   6.00 Fb     0.938
 
  9   2 E   6.00 Ft     1.067
        M   6.00 Fb     1.214
 
 10   2 E   4.00 Ft     0.991
        M   4.00 Fb     1.517
 
 11   2 E   4.00 Ft     0.914
        M   4.00 Fb     1.820
 
 12   2 E   4.00 Ft     0.838
        M   4.00 Fb     2.123
 
 13   2 E   4.00 Ft     0.761
        M   4.00 Fb     2.427
 
 14   2 E   2.00 Ft     0.653
        M   2.00 Fb     2.758
 
 15   2 E   2.00 Ft     0.544
        M   2.00 Fb     3.089
 
 16   2 E   2.00 Ft     0.436
        M   2.00 Fb     3.420
 
 17   2 E   2.00 Ft     0.327
        M   2.00 Fb     3.751
 
 18   2 E   2.00 Ft     0.219
        M   2.00 Fb     4.082
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 86.33            Release Length, ft: 86.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  36
No. of strands, Draped:   8           No. of strands, Straight:  28
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  9.45 %               Final losses: 14.74 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       4.144   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.082   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6316.15     5282.24     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   0.997     Midspan    1.800   0.205     Midspan
    Pre.Top:   4.500   2.931     Midspan    3.375   2.476     Midspan
    Pre.Bot:   4.500   3.085    Transfer    3.375   3.295    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520   0.026     Bearing
    Pre.Bot:  -0.520  -0.255     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.522     Midspan
    Pre.Bot:                                                             3.000   1.500    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.355  1.80      7.840  2.20      9.582
Self Wt.       :      -1.550  1.85     -2.868  2.40     -3.720
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          :       2.805            4.972            5.862
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   85.00
     DC  Line       0.087      0.00       0.087   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.333 ft
Release length = 86.333 ft
Design  length = 85.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.714   (Calculated)    
Live Moment (1  lane  loaded)  : 0.500   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.218   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.974   (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                  =        631.7 in2           1344.6 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           283283 in4#
Ht. of c.g.           =        17.14 in             29.42 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1571.8 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8127

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     1.84     7.97    16.60    25.23    33.87    42.50
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    639.8    668.3    662.4    668.3    668.3    668.3    668.3    668.3
  Yb      ,  in    17.04    16.69    16.76    16.64    16.57    16.49    16.42    16.42
  MI(Ixx) , in4   100483   102349   101944   102874   103780   104809   105961   105961
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1352.3   1379.2   1373.6   1379.2   1379.2   1379.2   1379.2   1379.2
  Yb      ,  in    29.30    28.90    28.99    28.88    28.85    28.81    28.78    28.78
  MI(Ixx) , in4   286398   297523   295160   298754   300740   302847   305073   305073

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  36 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 34.53 ft from member end )
END PATTERN (Ycg = 9.33 in):
    12 @  2.000 in     8 @  4.000 in     8 @  6.000 in     2 @ 26.000 in
     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.00 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     8 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    7.81 in2      Initial Pull          =     1531.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.629 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.537 ft
Holddown Force        =  19.675 kips     Beam Shrtng (PL/AE)   =      0.478 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)       
--------------------------------------------------------------------------------------
      3108.924         740 2300.604     14.027 56809.230   754.646     546.482        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.50       0.1250      0.3333    Yes
      2      US#6[M19]       60.00        0.88       2.50       0.3333      0.5417     No
      2      US#6[M19]       60.00        0.88       2.50       0.5417      0.7500    Yes
      2      US#6[M19]       60.00        0.88       4.00       0.7500      1.0833     No
      2      US#6[M19]       60.00        0.88       4.00       1.0833      1.4167    Yes
      2      US#6[M19]       60.00        0.88       4.00       1.4167      1.7500     No
      2      US#6[M19]       60.00        0.88       6.00       1.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167      9.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.6667     27.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.6667     32.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      32.6667     53.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      53.6667     58.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      58.6667     76.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00      76.6667     81.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      81.9167     82.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      82.5833     84.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      84.5833     84.9167     No
      2      US#6[M19]       60.00        0.88       4.00      84.9167     85.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00      85.2500     85.5833     No
      2      US#6[M19]       60.00        0.88       2.50      85.5833     85.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50      85.7917     86.0000     No
      2      US#6[M19]       60.00        0.88       2.50      86.0000     86.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      86.2083     86.3333     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 86.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.8120 in2       Ycg =  4.00 in
         P_init    =     1531.3 kips  Ecc = 13.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.53 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.256 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.22 ksi    0.00 ksi
    due to Composite Loads                                 -2.20 ksi    0.00 ksi
    due to Live Loads                                      -6.78 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        16.16 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.53 ksi  ( 9.45 %)            10.36 ksi ( 5.29 %)
Total Prestress Losses                                    28.90 ksi (14.74 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.1 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    63.5    50.4   201.9   373.6   496.2   569.8   594.3
(Max)       V      28.0    26.4    26.8    22.7    17.0    11.4     5.7     0.0
DL-Prec.  : M       0.0    11.8     9.4    37.5    69.3    92.1   105.7   110.3
DC(Max)     V       5.2     4.9     5.0     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    88.1    70.1   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    37.2    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.5     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    28.5    22.7    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    12.0    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    12.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   180.7   143.7   571.0  1043.4  1363.7  1553.5  1600.7
            V     136.9   131.7   132.8   119.1   100.7    82.3    57.3    38.9
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   136.9   131.7   132.8   119.1   101.7    85.1    69.1    53.8
            M      -0.0   185.5   147.9   571.0   990.3  1259.2  1372.7  1341.0
Total     : M+      0.0   388.9   309.2  1233.7  2270.0  2993.7  3426.4  3556.0
            V     228.7   218.4   220.6   193.7   156.7   119.7    76.2    39.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   228.7   218.4   220.6   193.7   157.7   122.5    87.9    54.0
            M      -0.0   393.8   313.4  1233.7  2216.9  2889.1  3245.6  3296.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   83.16   82.67   85.00
Self wt.  : M     569.8   496.2   373.6   201.9    50.4    63.5     0.0
(Max)       V       5.7    11.4    17.0    22.7    26.8    26.4    28.0
DL-Prec.  : M     105.7    92.1    69.3    37.5     9.4    11.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     5.0     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    70.1    88.1     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    37.2    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     256.3   223.2   168.0    90.8    22.7    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    12.0    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    12.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1553.5  1363.7  1043.4   571.0   143.7   180.7     0.0
            V      57.3    82.3   100.7   119.1   132.8   131.7   136.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.1    85.1   101.7   119.1   132.8   131.7   136.9
            M    1372.7  1259.2   990.3   571.0   147.9   185.5     0.0
Total     : M+   3426.4  2993.7  2270.0  1233.7   309.2   388.9     0.0
            V      76.2   119.7   156.7   193.7   220.6   218.4   228.7
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    87.9   122.5   157.7   193.7   220.6   218.4   228.7
            M    3245.6  2889.1  2216.9  1233.7   313.4   393.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               28.0             28.0
Deck+Haunch            38.8             38.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.2              5.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           34.7             34.7
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    63.5    50.4   201.9   373.6   496.2   569.8   594.3
(Max)       V      28.0    26.4    26.8    22.7    17.0    11.4     5.7     0.0
DL-Prec.  : M       0.0    11.8     9.4    37.5    69.3    92.1   105.7   110.3
DC(Max)     V       5.2     4.9     5.0     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    88.1    70.1   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    37.2    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.5     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    28.5    22.7    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    12.0    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    12.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   144.5   114.9   456.8   834.8  1090.9  1242.8  1280.6
            V     109.6   105.4   106.2    95.3    80.5    65.8    45.9    31.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   109.6   105.4   106.2    95.3    81.4    68.0    55.3    43.0
            M      -0.0   148.4   118.3   456.8   792.2  1007.3  1098.2  1072.8
Total     : M+      0.0   352.8   280.5  1119.5  2061.4  2720.9  3115.7  3235.9
            V     201.3   192.1   194.0   169.9   136.6   103.3    64.7    31.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   201.3   192.1   194.0   169.9   137.4   105.5    74.1    43.3
            M      -0.0   356.7   283.8  1119.5  2018.8  2637.3  2971.1  3028.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   83.16   82.67   85.00
Self wt.  : M     569.8   496.2   373.6   201.9    50.4    63.5     0.0
(Max)       V       5.7    11.4    17.0    22.7    26.8    26.4    28.0
DL-Prec.  : M     105.7    92.1    69.3    37.5     9.4    11.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     5.0     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    70.1    88.1     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    37.2    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     256.3   223.2   168.0    90.8    22.7    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    12.0    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    12.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1242.8  1090.9   834.8   456.8   114.9   144.5     0.0
            V      45.9    65.8    80.5    95.3   106.2   105.4   109.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    55.3    68.0    81.4    95.3   106.2   105.4   109.6
            M    1098.2  1007.3   792.2   456.8   118.3   148.4     0.0
Total     : M+   3115.7  2720.9  2061.4  1119.5   280.5   352.8     0.0
            V      64.7   103.3   136.6   169.9   194.0   192.1   201.3
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    74.1   105.5   137.4   169.9   194.0   192.1   201.3
            M    2971.1  2637.3  2018.8  1119.5   283.8   356.7     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    79.3    63.1   252.4   467.0   620.2   712.2   742.8
(Max)       V      35.0    33.0    33.4    28.4    21.3    14.2     7.1     0.0
Self wt.  : M       0.0    57.1    45.4   181.7   336.2   446.6   512.8   534.8
(Min)       V      25.2    23.8    24.1    20.5    15.3    10.2     5.1     0.0
DL-Prec.  : M       0.0    14.7    11.7    46.8    86.7   115.1   132.2   137.9
DC(Max)     V       6.5     6.1     6.2     5.3     4.0     2.6     1.3     0.0
DL-Prec.  : M       0.0    10.6     8.4    33.7    62.4    82.9    95.2    99.3
DC(Min)     V       4.7     4.4     4.5     3.8     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   110.2    87.6   350.5   648.5   861.3   989.0  1031.6
Haunch (Max)V      48.5    45.9    46.4    39.4    29.6    19.7     9.9     0.0
Deck +    : M       0.0    79.3    63.0   252.4   466.9   620.2   712.1   742.7
Haunch (Min)V      35.0    33.0    33.4    28.4    21.3    14.2     7.1     0.0
Diaphragm : M       0.0     0.7     0.6     2.5     5.2     7.9    10.6    13.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.4     1.8     3.7     5.7     7.6     9.6
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.7    28.4   113.5   210.1   279.0   320.4   334.2
DC(Max)     V      15.7    14.9    15.0    12.8     9.6     6.4     3.2     0.0
DL-Comp   : M       0.0    25.7    20.4    81.7   151.2   200.9   230.7   240.6
DC(Min)     V      11.3    10.7    10.8     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    23.6    18.8    75.2   139.1   184.7   212.1   221.2
DW(Max)     V      10.4     9.8    10.0     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.2     8.1    32.6    60.3    80.0    91.9    95.9
DW(Min)     V       4.5     4.3     4.3     3.7     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   316.2   251.4   999.2  1826.0  2386.4  2718.6  2801.3
            V     239.6   230.5   232.4   208.4   176.2   144.0   100.3    68.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   239.6   230.5   232.4   208.4   178.0   148.9   120.9    94.1
            M      -0.0   324.7   258.8   999.2  1733.0  2203.5  2402.2  2346.8
Total     : M+      0.0   580.4   461.5  1840.2  3382.4  4454.7  5095.1  5282.2
            V     356.1   340.5   343.8   303.0   247.3   191.5   124.2    68.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   356.1   340.5   343.8   303.0   249.0   196.3   144.8    94.4
            M      -0.0   588.9   468.8  1840.2  3289.5  4271.8  4778.7  4827.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   83.16   82.67   85.00
Self wt.  : M     712.2   620.2   467.0   252.4    63.1    79.3     0.0
(Max)       V       7.1    14.2    21.3    28.4    33.4    33.0    35.0
Self wt.  : M     512.8   446.6   336.2   181.7    45.4    57.1     0.0
(Min)       V       5.1    10.2    15.3    20.5    24.1    23.8    25.2
DL-Prec.  : M     132.2   115.1    86.7    46.8    11.7    14.7     0.0
DC(Max)     V       1.3     2.6     4.0     5.3     6.2     6.1     6.5
DL-Prec.  : M      95.2    82.9    62.4    33.7     8.4    10.6     0.0
DC(Min)     V       0.9     1.9     2.8     3.8     4.5     4.4     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     989.0   861.3   648.5   350.5    87.6   110.2     0.0
Haunch (Max)V       9.9    19.7    29.6    39.4    46.4    45.9    48.5
Deck +    : M     712.1   620.2   466.9   252.4    63.0    79.3     0.0
Haunch (Min)V       7.1    14.2    21.3    28.4    33.4    33.0    35.0
Diaphragm : M      10.6     7.9     5.2     2.5     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       7.6     5.7     3.7     1.8     0.4     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     320.4   279.0   210.1   113.5    28.4    35.7     0.0
DC(Max)     V       3.2     6.4     9.6    12.8    15.0    14.9    15.7
DL-Comp   : M     230.7   200.9   151.2    81.7    20.4    25.7     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.8    10.7    11.3
DL-Comp   : M     212.1   184.7   139.1    75.2    18.8    23.6     0.0
DW(Max)     V       2.1     4.2     6.3     8.5    10.0     9.8    10.4
DL-Comp   : M      91.9    80.0    60.3    32.6     8.1    10.2     0.0
DW(Min)     V       0.9     1.8     2.7     3.7     4.3     4.3     4.5
LL + I    : M+   2718.6  2386.4  1826.0   999.2   251.4   316.2     0.0
            V     100.3   144.0   176.2   208.4   232.4   230.5   239.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   120.9   148.9   178.0   208.4   232.4   230.5   239.6
            M    2402.2  2203.5  1733.0   999.2   258.8   324.7     0.0
Total     : M+   5095.1  4454.7  3382.4  1840.2   461.5   580.4     0.0
            V     124.2   191.5   247.3   303.0   343.8   340.5   356.1
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   144.8   196.3   249.0   303.0   343.8   340.5   356.1
            M    4778.7  4271.8  3289.5  1840.2   468.8   588.9     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               35.0             35.0
Deck+Haunch            48.5             48.5
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.5              6.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           52.1             52.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    63.5    50.4   201.9   373.6   496.2   569.8   594.3
(Max)       V      28.0    26.4    26.8    22.7    17.0    11.4     5.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    11.8     9.4    37.5    69.3    92.1   105.7   110.3
DC(Max)     V       5.2     4.9     5.0     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    88.1    70.1   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    37.2    31.6    23.7    15.8     7.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    28.5    22.7    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    12.0    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    15.8    12.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   126.9   101.1   395.8   704.4   915.9  1020.7  1000.3
            V     110.9   106.8   107.6    96.8    82.7    63.6    49.5    35.3
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   110.9   106.8   107.6    96.8    82.7    68.6    54.4    40.6
            M       0.0   126.9   101.1   395.8   704.4   887.9   946.3   885.6
Total     : M+      0.0   335.2   266.6  1058.5  1931.0  2545.9  2893.5  2955.6
            V     202.7   193.5   195.4   171.4   138.7   101.0    68.3    35.6
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   202.7   193.5   195.4   171.4   138.7   106.0    73.3    40.8
            M       0.0   335.2   266.6  1058.5  1931.0  2517.9  2819.1  2840.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   83.16   82.67   85.00
Self wt.  : M     569.8   496.2   373.6   201.9    50.4    63.5     0.0
(Max)       V       5.7    11.4    17.0    22.7    26.8    26.4    28.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     105.7    92.1    69.3    37.5     9.4    11.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     5.0     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     791.2   689.1   518.8   280.4    70.1    88.1     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    37.2    36.7    38.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       8.5     6.3     4.2     2.0     0.5     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     256.3   223.2   168.0    90.8    22.7    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    12.0    11.9    12.6
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     141.4   123.2    92.7    50.1    12.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1020.7   915.9   704.4   395.8   101.1   126.9     0.0
            V      49.5    63.6    82.7    96.8   107.6   106.8   110.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.4    68.6    82.7    96.8   107.6   106.8   110.9
            M     946.3   887.9   704.4   395.8   101.1   126.9     0.0
Total     : M+   2893.5  2545.9  1931.0  1058.5   266.6   335.2     0.0
            V      68.3   101.0   138.7   171.4   195.4   193.5   202.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    73.3   106.0   138.7   171.4   195.4   193.5   202.7
            M    2819.1  2517.9  1931.0  1058.5   266.6   335.2     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.186   0.498   0.882   1.150   1.305   1.359 
Bottom        -0.161  -0.428  -0.752  -0.972  -1.094  -1.140 
 
Prestress
Precast-top    0.033  -0.199  -0.547  -0.889  -1.223  -1.223 
Bottom         4.243   4.431   4.711   4.980   5.238   5.238 
 
Total
Precast-top    0.219   0.300   0.334   0.261   0.082   0.136 
Bottom         4.082   4.002   3.959   4.008   4.144   4.098 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.55 %)
             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    1.84    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top    0.026   0.028   0.039  -0.172  -0.473  -0.769  -1.057  -1.057
Bottom         0.849   3.668   3.096   3.830   4.073   4.305   4.528   4.528
 
Self wt.
Precast-top   -0.000   0.144   0.114   0.456   0.839   1.108   1.263   1.318
Bottom        -0.000  -0.124  -0.100  -0.392  -0.716  -0.937  -1.059  -1.105
 
DL-Prec (DC)
Precast-top   -0.000   0.027   0.021   0.085   0.156   0.206   0.234   0.245
Bottom        -0.000  -0.023  -0.018  -0.073  -0.133  -0.174  -0.197  -0.205
 
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   0.001   0.001   0.004   0.009   0.014   0.019   0.024
Bottom        -0.000  -0.001  -0.001  -0.004  -0.008  -0.012  -0.016  -0.020
 
Deck + Haunch
Precast-top   -0.000   0.200   0.159   0.633   1.166   1.539   1.755   1.830
Bottom        -0.000  -0.172  -0.138  -0.544  -0.994  -1.301  -1.471  -1.535
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.011   0.046   0.084   0.111   0.127   0.132
Precast-top   -0.000   0.008   0.006   0.026   0.048   0.064   0.073   0.076
Bottom        -0.000  -0.033  -0.027  -0.105  -0.193  -0.255  -0.290  -0.303
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.006   0.025   0.046   0.061   0.070   0.073
Precast-top   -0.000   0.005   0.004   0.014   0.026   0.035   0.040   0.042
Bottom        -0.000  -0.018  -0.015  -0.058  -0.107  -0.141  -0.160  -0.167
 
LL+I(+)
Topping-top   -0.000   0.091   0.072   0.286   0.521   0.678   0.768   0.792
Precast-top   -0.000   0.052   0.041   0.163   0.298   0.388   0.441   0.455
Bottom        -0.000  -0.211  -0.169  -0.662  -1.201  -1.557  -1.759  -1.812
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.113   0.090   0.357   0.651   0.850   0.965   0.997 
Precast-top    0.026   0.464   0.385   1.210   2.069   2.585   2.768   2.931 
Bottom         0.849   3.085   2.628   1.992   0.721  -0.071  -0.423  -0.618 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.022   0.018   0.071   0.130   0.172   0.197   0.205 
Precast-top    0.026   0.412   0.344   1.047   1.772   2.197   2.327   2.476 
Bottom         0.849   3.295   2.797   2.654   1.922   1.486   1.335   1.194 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.186   0.498   0.882   1.150   1.305   1.359 
Bottom        -0.161  -0.428  -0.752  -0.972  -1.094  -1.140 
 
Prestress
Precast-top    0.033  -0.199  -0.547  -0.889  -1.223  -1.223 
Bottom         4.243   4.431   4.711   4.980   5.238   5.238 
 
Total
Precast-top    0.219   0.300   0.334   0.261   0.082   0.136 
Bottom         4.082   4.002   3.959   4.008   4.144   4.098 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.55 %)
             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    1.84    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top    0.026   0.028   0.039  -0.172  -0.473  -0.769  -1.057  -1.057
Bottom         0.849   3.668   3.096   3.830   4.073   4.305   4.528   4.528
 
Self wt.
Precast-top   -0.000   0.144   0.114   0.456   0.839   1.108   1.263   1.318
Bottom        -0.000  -0.124  -0.100  -0.392  -0.716  -0.937  -1.059  -1.105
 
DL-Prec (DC)
Precast-top   -0.000   0.027   0.021   0.085   0.156   0.206   0.234   0.245
Bottom        -0.000  -0.023  -0.018  -0.073  -0.133  -0.174  -0.197  -0.205
 
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   0.001   0.001   0.004   0.009   0.014   0.019   0.024
Bottom        -0.000  -0.001  -0.001  -0.004  -0.008  -0.012  -0.016  -0.020
 
Deck + Haunch
Precast-top   -0.000   0.200   0.159   0.633   1.166   1.539   1.755   1.830
Bottom        -0.000  -0.172  -0.138  -0.544  -0.994  -1.301  -1.471  -1.535
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.011   0.046   0.084   0.111   0.127   0.132
Precast-top   -0.000   0.008   0.006   0.026   0.048   0.064   0.073   0.076
Bottom        -0.000  -0.033  -0.027  -0.105  -0.193  -0.255  -0.290  -0.303
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.006   0.025   0.046   0.061   0.070   0.073
Precast-top   -0.000   0.005   0.004   0.014   0.026   0.035   0.040   0.042
Bottom        -0.000  -0.018  -0.015  -0.058  -0.107  -0.141  -0.160  -0.167
 
LL+I(+)
Topping-top   -0.000   0.073   0.058   0.229   0.417   0.542   0.615   0.633
Precast-top   -0.000   0.041   0.033   0.131   0.238   0.311   0.353   0.364
Bottom        -0.000  -0.168  -0.135  -0.530  -0.961  -1.245  -1.407  -1.450
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.095   0.076   0.300   0.547   0.714   0.811   0.838 
Precast-top    0.026   0.453   0.377   1.178   2.010   2.507   2.680   2.840 
Bottom         0.849   3.127   2.662   2.124   0.962   0.241  -0.072  -0.255 
 

 
 
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    1.84    7.97   16.60   25.23   33.87   42.50
F_LL+I(+)
Topping-top   -0.000   0.064   0.051   0.199   0.352   0.455   0.505   0.495
Precast-top   -0.000   0.036   0.029   0.113   0.201   0.261   0.290   0.284
Bottom        -0.000  -0.148  -0.119  -0.459  -0.811  -1.046  -1.155  -1.132
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.075   0.060   0.234   0.417   0.541   0.603   0.597 
Precast-top    0.013   0.242   0.201   0.637   1.087   1.359   1.453   1.522 
Bottom         0.425   1.500   1.279   0.868   0.150  -0.303  -0.488  -0.535 
 

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
    356.1    6.5   40.5    0.886   3.8   6.00e-3 50.0    372.2     2.210    4.224      0.00
      0.0    0.8   40.1     42.0 0.200      19.7 0.87    12.00     0.113    1.246 
Transfer:   3.00
    340.5    6.5   40.5    3.988  17.0  -0.03e-3 28.9    254.3     0.724    1.760      0.00
    588.9    3.5   38.8    189.0 0.191     107.0 4.91    12.00     0.113    1.293 
Critical:   3.89
    334.4    6.5   40.5    4.211  17.0  -0.04e-3 28.8    246.6     0.702    1.320      0.00
    784.6    3.7   38.7    189.0 0.188     108.0 4.96    12.00     0.113    1.314 
0.1L    :   8.63
    303.0    6.5   38.4    6.115  17.0  -0.07e-3 28.8    217.1     0.661    0.827      0.00
   1840.2    4.7   36.0    189.0 0.182     102.6 5.06    12.00     0.113    1.161 
0.2L    :  17.27
    249.0    6.5   37.6    7.812  17.0  -0.03e-3 28.9    163.2     0.516    0.620      0.00
   3289.5    5.3   34.9    189.0 0.153      96.5 4.91    12.00     0.113    1.119 
0.3L    :  25.90
    196.3    6.5   38.9    7.812  17.0   0.53e-3 30.8    130.9     0.431    0.620      0.00
   4271.8    5.3   36.2    189.0 0.114      70.2 3.44    24.00     0.113    1.263 
0.4L    :  34.53
    144.8    6.5   40.3    7.812   0.0   0.87e-3 32.1     99.6     0.332    0.413      0.00
   4778.7    5.3   37.6    189.0 0.088      61.3 2.90    24.00     0.113    1.152 
0.5L    :  43.17
     94.4    6.5   40.3    7.812   0.0   0.72e-3 31.5     38.9     0.127    0.413      0.00
   4827.8    5.3   37.6    189.0 0.057      66.0 3.12    24.00     0.113    1.836 
0.6L    :  51.80
    144.8    6.5   40.3    7.812   0.0   0.87e-3 32.1     99.6     0.332    0.413      0.00
   4778.7    5.3   37.6    189.0 0.088      61.3 2.90    24.00     0.113    1.152 
0.7L    :  60.43
    196.3    6.5   38.9    7.812  17.0   0.53e-3 30.8    130.9     0.431    0.620      0.00
   4271.8    5.3   36.2    189.0 0.114      70.2 3.44    24.00     0.113    1.263 
0.8L    :  69.07
    249.0    6.5   37.6    7.812  17.0  -0.03e-3 28.9    163.2     0.516    0.620      0.00
   3289.5    5.3   34.9    189.0 0.153      96.5 4.91    12.00     0.113    1.119 
0.9L    :  77.70
    303.0    6.5   38.4    6.115  17.0  -0.07e-3 28.8    217.1     0.661    0.827      0.00
   1840.2    4.7   36.0    189.0 0.182     102.6 5.06    12.00     0.113    1.161 
Critical:  82.44
    334.4    6.5   40.5    4.211  17.0  -0.04e-3 28.8    246.6     0.702    1.320      0.00
    784.6    3.7   38.7    189.0 0.188     108.0 4.96    12.00     0.113    1.314 
Transfer:  83.33
    340.5    6.5   40.5    3.988  17.0  -0.03e-3 28.9    254.3     0.724    1.760      0.00
    588.9    3.5   38.8    189.0 0.191     107.0 4.91    12.00     0.113    1.293 
Bearing :  85.67
    356.1    6.5   40.5    0.886   3.8   6.00e-3 50.0    372.2     2.210    4.224      0.00
      0.0    0.8   40.1     42.0 0.200      19.7 0.87    12.00     0.113    1.246 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1531.31
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    3.06
 
 
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
    356.1      9.86     40.54    0.81       40.13    24.00      0.300      2.536      0.292      4.224 
Transfer:      2.33
    340.5      9.76     40.54    3.55       38.76    24.00      0.300      2.504      0.272      1.760 
Critical:      3.22
    334.6      9.62     40.54    3.74       38.67    24.00      0.300      2.455      0.243      1.320 
0.1L    :      7.97
    303.0      9.35     38.38    4.71       36.02    24.00      0.300      2.366      0.190      0.827 
0.2L    :     16.60
    249.0      7.92     37.58    5.33       34.92    24.00      0.300      1.892      0.000      0.620 
0.3L    :     25.23
    196.3      6.02     38.92    5.34       36.25    24.00      0.300      1.256      0.000      0.620 
0.4L    :     33.87
    144.8      4.28     40.25    5.34       37.58    24.00      0.300      0.677      0.000      0.413 
0.5L    :     42.50
     94.4      2.79     40.25    5.34       37.58    24.00      0.300      0.181      0.000      0.413 
0.6L    :     51.13
    144.8      4.28     40.25    5.34       37.58    24.00      0.300      0.677      0.000      0.413 
0.7L    :     59.77
    196.3      6.02     38.92    5.34       36.25    24.00      0.300      1.256      0.000      0.620 
0.8L    :     68.40
    249.0      7.92     37.58    5.33       34.92    24.00      0.300      1.892      0.000      0.620 
0.9L    :     77.03
    303.0      9.35     38.38    4.71       36.02    24.00      0.300      2.366      0.190      0.827 
Critical:     81.78
    334.6      9.62     40.54    3.74       38.67    24.00      0.300      2.455      0.243      1.320 
Transfer:     82.67
    340.5      9.76     40.54    3.55       38.76    24.00      0.300      2.504      0.272      1.760 
Bearing :     85.00
    356.1      9.86     40.54    0.81       40.13    24.00      0.300      2.536      0.292      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.97 ft
Prestress      :       1.543  1.80      2.777  2.20      3.394
Self Wt.       :      -0.501  1.85     -0.927  2.40     -1.203
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          :       1.041            1.849            2.191
 
At 0.2 x L = 16.60 ft
Prestress      :       2.774  1.80      4.993  2.20      6.102
Self Wt.       :      -0.940  1.85     -1.739  2.40     -2.256
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          :       1.834            3.254            3.846
 
At 0.3 x L = 25.23 ft
Prestress      :       3.657  1.80      6.582  2.20      8.044
Self Wt.       :      -1.274  1.85     -2.357  2.40     -3.058
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          :       2.382            4.224            4.986
 
At 0.4 x L = 33.87 ft
Prestress      :       4.163  1.80      7.493  2.20      9.159
Self Wt.       :      -1.476  1.85     -2.731  2.40     -3.543
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          :       2.687            4.762            5.616
 
At 0.5 x L = 42.50 ft
Prestress      :       4.355  1.80      7.840  2.20      9.582
Self Wt.       :      -1.550  1.85     -2.868  2.40     -3.720
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          :       2.805            4.972            5.862
 
At 0.6 x L = 51.13 ft
Prestress      :       4.163  1.80      7.493  2.20      9.159
Self Wt.       :      -1.476  1.85     -2.731  2.40     -3.543
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          :       2.687            4.762            5.616
 
At 0.7 x L = 59.77 ft
Prestress      :       3.657  1.80      6.582  2.20      8.044
Self Wt.       :      -1.274  1.85     -2.357  2.40     -3.058
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          :       2.382            4.224            4.986
 
At 0.8 x L = 68.40 ft
Prestress      :       2.774  1.80      4.993  2.20      6.102
Self Wt.       :      -0.940  1.85     -1.739  2.40     -2.256
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          :       1.834            3.254            3.846
 
At 0.9 x L = 77.03 ft
Prestress      :       1.543  1.80      2.777  2.20      3.394
Self Wt.       :      -0.501  1.85     -0.927  2.40     -1.203
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          :       1.041            1.849            2.191
 

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
   580.4    35.4  5.127  261.1    4.2   3.55   3748.9  0.027T 1.00       -       -     -     -  
H/2     :   1.84
   461.5    35.3  4.291  262.5    3.5   2.98   3173.2  0.033T 1.00       -       -     -     -  
0.1L    :   7.97
  1840.2    36.3  6.880  258.4    5.5   4.71   5022.1  0.020T 1.00       -       -     -     -  
0.2L    :  16.60
  3382.4    37.6  7.812  257.4    6.3   5.33   5851.2  0.017T 1.00   4164.2  4164.2    1.41    -  
0.3L    :  25.23
  4454.7    38.9  7.812  257.8    6.3   5.34   6083.6  0.017T 1.00   4229.9  4229.9    1.44    -  
0.4L    :  33.87
  5095.1    40.3  7.812  258.2    6.3   5.34   6316.2  0.017T 1.00   4381.3  4381.3    1.44    -  
0.5L    :  42.50
  5282.2    40.3  7.812  258.2    6.3   5.34   6316.2  0.017T 1.00   4339.3  4339.3    1.46    -  
0.6L    :  51.13
  5095.1    40.3  7.812  258.2    6.3   5.34   6316.2  0.017T 1.00   4381.3  4381.3    1.44    -  
0.7L    :  59.77
  4454.7    38.9  7.812  257.8    6.3   5.34   6083.6  0.017T 1.00   4229.9  4229.9    1.44    -  
0.8L    :  68.40
  3382.4    37.6  7.812  257.4    6.3   5.33   5851.2  0.017T 1.00   4164.2  4164.2    1.41    -  
0.9L    :  77.03
  1840.2    36.3  6.880  258.4    5.5   4.71   5022.1  0.020T 1.00       -       -     -     -  
H/2     :  83.16
   461.5    35.3  4.291  262.5    3.5   2.98   3173.2  0.033T 1.00       -       -     -     -  
Transfer:  82.67
   580.4    35.4  5.127  261.1    4.2   3.55   3748.9  0.027T 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 1-18; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.078
        M   2.00 Fb     0.170
 
  2   2 E  32.00 Ft     0.418
        M   8.00 Fb     0.114
 
  3   2 E  30.00 Ft     0.725
        M   6.00 Fb     0.085
 
  4   2 E  28.00 Ft     1.001
        M   4.00 Fb     0.085
 
  5   2 E  26.00 Ft     1.244
        M   2.00 Fb     0.112
 
  6   2 E   6.00 Ft     1.200
        M   6.00 Fb     0.387
 
  7   2 E   6.00 Ft     1.155
        M   6.00 Fb     0.663
 
  8   2 E   6.00 Ft     1.111
        M   6.00 Fb     0.938
 
  9   2 E   6.00 Ft     1.067
        M   6.00 Fb     1.214
 
 10   2 E   4.00 Ft     0.991
        M   4.00 Fb     1.517
 
 11   2 E   4.00 Ft     0.914
        M   4.00 Fb     1.820
 
 12   2 E   4.00 Ft     0.838
        M   4.00 Fb     2.123
 
 13   2 E   4.00 Ft     0.761
        M   4.00 Fb     2.427
 
 14   2 E   2.00 Ft     0.653
        M   2.00 Fb     2.758
 
 15   2 E   2.00 Ft     0.544
        M   2.00 Fb     3.089
 
 16   2 E   2.00 Ft     0.436
        M   2.00 Fb     3.420
 
 17   2 E   2.00 Ft     0.327
        M   2.00 Fb     3.751
 
 18   2 E   2.00 Ft     0.219
        M   2.00 Fb     4.082
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 86.33            Release Length, ft: 86.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  36
No. of strands, Draped:   8           No. of strands, Straight:  28
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  9.45 %               Final losses: 14.74 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       4.144   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.082   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6316.15     5282.24     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   0.997     Midspan    1.800   0.205     Midspan
    Pre.Top:   4.500   2.931     Midspan    3.375   2.476     Midspan
    Pre.Bot:   4.500   3.085    Transfer    3.375   3.295    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520   0.026     Bearing
    Pre.Bot:  -0.520  -0.255     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.522     Midspan
    Pre.Bot:                                                             3.000   1.500    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.355  1.80      7.840  2.20      9.582
Self Wt.       :      -1.550  1.85     -2.868  2.40     -3.720
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          :       2.805            4.972            5.862
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTB                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  3.50 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   85.00
     DC  Line       0.076      0.00       0.076   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.333 ft
Release length = 86.333 ft
Design  length = 85.000 ft
 
Kern points:
------------
Upper    =   26.37 in
Lower    =    8.75 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.699   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.968   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.066   (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                  =        631.7 in2           1259.6 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           271958 in4#
Ht. of c.g.           =        17.14 in             28.68 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        658.0 plf           1462.8 plf   
Mom. of Inertia (Iyy) =      35975.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8127

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     1.84     7.97    16.60    25.23    33.87    42.50
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    639.8    668.3    662.4    668.3    668.3    668.3    668.3    668.3
  Yb      ,  in    17.04    16.69    16.76    16.64    16.57    16.49    16.42    16.42
  MI(Ixx) , in4   100483   102349   101944   102874   103780   104809   105961   105961
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1267.3   1294.2   1288.5   1294.2   1294.2   1294.2   1294.2   1294.2
  Yb      ,  in    28.56    28.15    28.23    28.12    28.09    28.05    28.02    28.02
  MI(Ixx) , in4   274848   285169   282976   286355   288271   290308   292464   292464

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  36 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 34.53 ft from member end )
END PATTERN (Ycg = 9.33 in):
    12 @  2.000 in     8 @  4.000 in     8 @  6.000 in     2 @ 26.000 in
     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 4.00 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     8 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    7.81 in2      Initial Pull          =     1531.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.507 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.383 ft
Holddown Force        =  19.675 kips     Beam Shrtng (PL/AE)   =      0.478 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)       
--------------------------------------------------------------------------------------
      3108.924         740 2300.604     14.027 56809.230   754.646     546.482        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       2.50       0.1250      0.3333    Yes
      2      US#6[M19]       60.00        0.88       2.50       0.3333      0.5417     No
      2      US#6[M19]       60.00        0.88       2.50       0.5417      0.7500    Yes
      2      US#6[M19]       60.00        0.88       4.00       0.7500      1.0833     No
      2      US#6[M19]       60.00        0.88       4.00       1.0833      1.4167    Yes
      2      US#6[M19]       60.00        0.88       4.00       1.4167      1.7500     No
      2      US#6[M19]       60.00        0.88       6.00       1.7500      3.7500    Yes
      2      US#6[M19]       60.00        0.88       8.00       3.7500      4.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.4167      9.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.6667     27.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.6667     32.6667    Yes
      2      US#5[M16]       60.00        0.62      18.00      32.6667     53.6667    Yes
      2      US#5[M16]       60.00        0.62      15.00      53.6667     58.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      58.6667     76.6667    Yes
      2      US#5[M16]       60.00        0.62       9.00      76.6667     81.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      81.9167     82.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      82.5833     84.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      84.5833     84.9167     No
      2      US#6[M19]       60.00        0.88       4.00      84.9167     85.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00      85.2500     85.5833     No
      2      US#6[M19]       60.00        0.88       2.50      85.5833     85.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50      85.7917     86.0000     No
      2      US#6[M19]       60.00        0.88       2.50      86.0000     86.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      86.2083     86.3333     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 86.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.8120 in2       Ycg =  4.00 in
         P_init    =     1531.3 kips  Ecc = 13.14 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.53 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.256 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.36 ksi    0.00 ksi
    due to Composite Loads                                 -2.22 ksi    0.00 ksi
    due to Live Loads                                      -7.67 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        16.16 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.53 ksi  ( 9.45 %)            10.31 ksi ( 5.26 %)
Total Prestress Losses                                    28.84 ksi (14.71 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.2 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 : 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    1.84    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    63.5    50.4   201.9   373.6   496.2   569.8   594.3
(Max)       V      28.0    26.4    26.8    22.7    17.0    11.4     5.7     0.0
DL-Prec.  : M       0.0    10.8     8.6    34.2    63.3    84.1    96.6   100.8
DC(Max)     V       4.7     4.5     4.5     3.9     2.9     1.9     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.6    61.7   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    32.7    27.8    20.8    13.9     6.9     0.0
Diaphragm : M       0.0     0.3     0.2     1.0     2.1     3.2     4.2     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.5    22.7    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    12.0    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    12.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   202.3   160.9   639.4  1168.5  1527.1  1739.6  1792.5
            V     119.9   115.3   116.3   104.3    88.1    72.0    50.2    34.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   119.9   115.3   116.3   104.3    89.0    74.5    60.5    47.1
            M      -0.0   207.8   165.6   639.4  1109.0  1410.0  1537.2  1501.7
Total     : M+      0.0   398.7   317.0  1264.5  2325.1  3063.8  3504.8  3634.5
            V     206.5   197.1   199.1   174.6   140.9   107.3    67.9    34.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   206.5   197.1   199.1   174.6   141.8   109.7    78.2    47.2
            M      -0.0   404.2   321.7  1264.5  2265.6  2946.7  3302.3  3343.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   83.16   82.67   85.00
Self wt.  : M     569.8   496.2   373.6   201.9    50.4    63.5     0.0
(Max)       V       5.7    11.4    17.0    22.7    26.8    26.4    28.0
DL-Prec.  : M      96.6    84.1    63.3    34.2     8.6    10.8     0.0
DC(Max)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     696.9   606.9   456.9   247.0    61.7    77.6     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    32.7    32.3    34.2
Diaphragm : M       4.2     3.2     2.1     1.0     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     256.3   223.2   168.0    90.8    22.7    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    12.0    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    12.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1739.6  1527.1  1168.5   639.4   160.9   202.3     0.0
            V      50.2    72.0    88.1   104.3   116.3   115.3   119.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    60.5    74.5    89.0   104.3   116.3   115.3   119.9
            M    1537.2  1410.0  1109.0   639.4   165.6   207.8     0.0
Total     : M+   3504.8  3063.8  2325.1  1264.5   317.0   398.7     0.0
            V      67.9   107.3   140.9   174.6   199.1   197.1   206.5
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    78.2   109.7   141.8   174.6   199.1   197.1   206.5
            M    3302.3  2946.7  2265.6  1264.5   321.7   404.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               28.0             28.0
Deck+Haunch            34.2             34.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.7              4.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           34.7             34.7
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    63.5    50.4   201.9   373.6   496.2   569.8   594.3
(Max)       V      28.0    26.4    26.8    22.7    17.0    11.4     5.7     0.0
DL-Prec.  : M       0.0    10.8     8.6    34.2    63.3    84.1    96.6   100.8
DC(Max)     V       4.7     4.5     4.5     3.9     2.9     1.9     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.6    61.7   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    32.7    27.8    20.8    13.9     6.9     0.0
Diaphragm : M       0.0     0.3     0.2     1.0     2.1     3.2     4.2     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.5    22.7    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    12.0    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    12.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   161.8   128.7   511.5   934.8  1221.6  1391.7  1434.0
            V      95.9    92.3    93.0    83.4    70.5    57.6    40.2    27.3
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    95.9    92.3    93.0    83.4    71.2    59.6    48.4    37.7
            M      -0.0   166.2   132.5   511.5   887.2  1128.0  1229.7  1201.4
Total     : M+      0.0   358.3   284.8  1136.6  2091.4  2758.3  3156.8  3276.0
            V     182.5   174.1   175.8   153.8   123.3    92.9    57.8    27.4
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   182.5   174.1   175.8   153.8   124.0    94.8    66.1    37.8
            M      -0.0   362.6   288.6  1136.6  2043.8  2664.7  2994.9  3043.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   83.16   82.67   85.00
Self wt.  : M     569.8   496.2   373.6   201.9    50.4    63.5     0.0
(Max)       V       5.7    11.4    17.0    22.7    26.8    26.4    28.0
DL-Prec.  : M      96.6    84.1    63.3    34.2     8.6    10.8     0.0
DC(Max)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     696.9   606.9   456.9   247.0    61.7    77.6     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    32.7    32.3    34.2
Diaphragm : M       4.2     3.2     2.1     1.0     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     256.3   223.2   168.0    90.8    22.7    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    12.0    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    12.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1391.7  1221.6   934.8   511.5   128.7   161.8     0.0
            V      40.2    57.6    70.5    83.4    93.0    92.3    95.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    48.4    59.6    71.2    83.4    93.0    92.3    95.9
            M    1229.7  1128.0   887.2   511.5   132.5   166.2     0.0
Total     : M+   3156.8  2758.3  2091.4  1136.6   284.8   358.3     0.0
            V      57.8    92.9   123.3   153.8   175.8   174.1   182.5
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    66.1    94.8   124.0   153.8   175.8   174.1   182.5
            M    2994.9  2664.7  2043.8  1136.6   288.6   362.6     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    1.84    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    79.3    63.1   252.4   467.0   620.2   712.2   742.8
(Max)       V      35.0    33.0    33.4    28.4    21.3    14.2     7.1     0.0
Self wt.  : M       0.0    57.1    45.4   181.7   336.2   446.6   512.8   534.8
(Min)       V      25.2    23.8    24.1    20.5    15.3    10.2     5.1     0.0
DL-Prec.  : M       0.0    13.5    10.7    42.8    79.2   105.2   120.8   126.0
DC(Max)     V       5.9     5.6     5.7     4.8     3.6     2.4     1.2     0.0
DL-Prec.  : M       0.0     9.7     7.7    30.8    57.0    75.7    86.9    90.7
DC(Min)     V       4.3     4.0     4.1     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    97.0    77.1   308.7   571.1   758.6   871.1   908.6
Haunch (Max)V      42.8    40.4    40.9    34.7    26.1    17.4     8.7     0.0
Deck +    : M       0.0    69.9    55.5   222.3   411.2   546.2   627.2   654.2
Haunch (Min)V      30.8    29.1    29.4    25.0    18.8    12.5     6.3     0.0
Diaphragm : M       0.0     0.4     0.3     1.2     2.6     3.9     5.3     6.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.9     1.9     2.8     3.8     4.8
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.7    28.4   113.5   210.1   279.0   320.4   334.2
DC(Max)     V      15.7    14.9    15.0    12.8     9.6     6.4     3.2     0.0
DL-Comp   : M       0.0    25.7    20.4    81.7   151.2   200.9   230.7   240.6
DC(Min)     V      11.3    10.7    10.8     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    23.6    18.8    75.2   139.1   184.7   212.1   221.2
DW(Max)     V      10.4     9.8    10.0     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.2     8.1    32.6    60.3    80.0    91.9    95.9
DW(Min)     V       4.5     4.3     4.3     3.7     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   354.0   281.6  1119.0  2044.8  2672.3  3044.3  3136.9
            V     209.8   201.8   203.5   182.4   154.3   126.1    87.9    59.7
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   209.8   201.8   203.5   182.4   155.8   130.3   105.9    82.4
            M      -0.0   363.6   289.8  1119.0  1940.7  2467.5  2690.1  2628.0
Total     : M+      0.0   603.5   479.9  1912.8  3513.8  4624.0  5286.1  5476.3
            V     319.8   305.7   308.7   271.8   221.3   170.8   110.3    59.8
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   319.8   305.7   308.7   271.8   222.9   175.1   128.3    82.6
            M      -0.0   613.1   488.1  1912.8  3409.7  4419.2  4931.9  4967.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   83.16   82.67   85.00
Self wt.  : M     712.2   620.2   467.0   252.4    63.1    79.3     0.0
(Max)       V       7.1    14.2    21.3    28.4    33.4    33.0    35.0
Self wt.  : M     512.8   446.6   336.2   181.7    45.4    57.1     0.0
(Min)       V       5.1    10.2    15.3    20.5    24.1    23.8    25.2
DL-Prec.  : M     120.8   105.2    79.2    42.8    10.7    13.5     0.0
DC(Max)     V       1.2     2.4     3.6     4.8     5.7     5.6     5.9
DL-Prec.  : M      86.9    75.7    57.0    30.8     7.7     9.7     0.0
DC(Min)     V       0.9     1.7     2.6     3.5     4.1     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     871.1   758.6   571.1   308.7    77.1    97.0     0.0
Haunch (Max)V       8.7    17.4    26.1    34.7    40.9    40.4    42.8
Deck +    : M     627.2   546.2   411.2   222.3    55.5    69.9     0.0
Haunch (Min)V       6.3    12.5    18.8    25.0    29.4    29.1    30.8
Diaphragm : M       5.3     3.9     2.6     1.2     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.8     2.8     1.9     0.9     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.4   279.0   210.1   113.5    28.4    35.7     0.0
DC(Max)     V       3.2     6.4     9.6    12.8    15.0    14.9    15.7
DL-Comp   : M     230.7   200.9   151.2    81.7    20.4    25.7     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.8    10.7    11.3
DL-Comp   : M     212.1   184.7   139.1    75.2    18.8    23.6     0.0
DW(Max)     V       2.1     4.2     6.3     8.5    10.0     9.8    10.4
DL-Comp   : M      91.9    80.0    60.3    32.6     8.1    10.2     0.0
DW(Min)     V       0.9     1.8     2.7     3.7     4.3     4.3     4.5
LL + I    : M+   3044.3  2672.3  2044.8  1119.0   281.6   354.0     0.0
            V      87.9   126.1   154.3   182.4   203.5   201.8   209.8
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   105.9   130.3   155.8   182.4   203.5   201.8   209.8
            M    2690.1  2467.5  1940.7  1119.0   289.8   363.6     0.0
Total     : M+   5286.1  4624.0  3513.8  1912.8   479.9   603.5     0.0
            V     110.3   170.8   221.3   271.8   308.7   305.7   319.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   128.3   175.1   222.9   271.8   308.7   305.7   319.8
            M    4931.9  4419.2  3409.7  1912.8   488.1   613.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               35.0             35.0
Deck+Haunch            42.8             42.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.9              5.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           52.1             52.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    63.5    50.4   201.9   373.6   496.2   569.8   594.3
(Max)       V      28.0    26.4    26.8    22.7    17.0    11.4     5.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    10.8     8.6    34.2    63.3    84.1    96.6   100.8
DC(Max)     V       4.7     4.5     4.5     3.9     2.9     1.9     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.6    61.7   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    32.7    27.8    20.8    13.9     6.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.2     1.0     2.1     3.2     4.2     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    28.5    22.7    90.8   168.0   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    12.0    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    15.8    12.5    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   203.1   161.7   633.2  1127.0  1465.4  1633.0  1600.4
            V     121.4   116.9   117.8   105.9    90.5    69.6    54.1    38.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   121.4   116.9   117.8   105.9    90.5    75.0    59.6    44.4
            M       0.0   203.1   161.7   633.2  1127.0  1420.5  1514.0  1416.9
Total     : M+      0.0   399.5   317.8  1258.2  2283.6  3002.1  3398.2  3442.5
            V     207.9   198.7   200.6   176.3   143.3   104.8    71.8    38.8
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   207.9   198.7   200.6   176.3   143.3   110.3    77.3    44.6
            M       0.0   399.5   317.8  1258.2  2283.6  2957.2  3279.1  3258.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   83.16   82.67   85.00
Self wt.  : M     569.8   496.2   373.6   201.9    50.4    63.5     0.0
(Max)       V       5.7    11.4    17.0    22.7    26.8    26.4    28.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      96.6    84.1    63.3    34.2     8.6    10.8     0.0
DC(Max)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     696.9   606.9   456.9   247.0    61.7    77.6     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    32.7    32.3    34.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.2     3.2     2.1     1.0     0.2     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     256.3   223.2   168.0    90.8    22.7    28.5     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    12.0    11.9    12.6
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     141.4   123.2    92.7    50.1    12.5    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1633.0  1465.4  1127.0   633.2   161.7   203.1     0.0
            V      54.1    69.6    90.5   105.9   117.8   116.9   121.4
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    59.6    75.0    90.5   105.9   117.8   116.9   121.4
            M    1514.0  1420.5  1127.0   633.2   161.7   203.1     0.0
Total     : M+   3398.2  3002.1  2283.6  1258.2   317.8   399.5     0.0
            V      71.8   104.8   143.3   176.3   200.6   198.7   207.9
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    77.3   110.3   143.3   176.3   200.6   198.7   207.9
            M    3279.1  2957.2  2283.6  1258.2   317.8   399.5     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.186   0.498   0.882   1.150   1.305   1.359 
Bottom        -0.161  -0.428  -0.752  -0.972  -1.094  -1.140 
 
Prestress
Precast-top    0.033  -0.199  -0.547  -0.889  -1.223  -1.223 
Bottom         4.243   4.431   4.711   4.980   5.238   5.238 
 
Total
Precast-top    0.219   0.300   0.334   0.261   0.082   0.136 
Bottom         4.082   4.002   3.959   4.008   4.144   4.098 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.55 %)
             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    1.84    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top    0.026   0.028   0.039  -0.172  -0.473  -0.769  -1.057  -1.057
Bottom         0.849   3.668   3.096   3.830   4.073   4.305   4.528   4.528
 
Self wt.
Precast-top   -0.000   0.144   0.114   0.456   0.839   1.108   1.263   1.318
Bottom        -0.000  -0.124  -0.100  -0.392  -0.716  -0.937  -1.059  -1.105
 
DL-Prec (DC)
Precast-top   -0.000   0.024   0.019   0.077   0.142   0.188   0.214   0.223
Bottom        -0.000  -0.021  -0.017  -0.066  -0.121  -0.159  -0.180  -0.187
 
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   0.001   0.001   0.002   0.005   0.007   0.009   0.012
Bottom        -0.000  -0.001  -0.000  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.176   0.140   0.558   1.027   1.355   1.545   1.612
Bottom        -0.000  -0.152  -0.122  -0.479  -0.875  -1.146  -1.296  -1.352
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.013   0.050   0.092   0.121   0.139   0.145
Precast-top   -0.000   0.009   0.007   0.030   0.055   0.073   0.084   0.088
Bottom        -0.000  -0.034  -0.027  -0.107  -0.196  -0.259  -0.295  -0.307
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.028   0.051   0.067   0.077   0.080
Precast-top   -0.000   0.005   0.004   0.017   0.031   0.040   0.046   0.048
Bottom        -0.000  -0.019  -0.015  -0.059  -0.108  -0.143  -0.163  -0.170
 
LL+I(+)
Topping-top   -0.000   0.111   0.089   0.351   0.639   0.831   0.942   0.970
Precast-top   -0.000   0.067   0.053   0.211   0.385   0.502   0.570   0.587
Bottom        -0.000  -0.240  -0.193  -0.754  -1.366  -1.771  -2.000  -2.061
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.136   0.108   0.429   0.781   1.019   1.157   1.195 
Precast-top    0.026   0.454   0.377   1.179   2.011   2.505   2.675   2.830 
Bottom         0.849   3.078   2.622   1.971   0.685  -0.115  -0.471  -0.663 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.024   0.019   0.077   0.143   0.188   0.215   0.225 
Precast-top    0.026   0.387   0.324   0.968   1.626   2.004   2.105   2.243 
Bottom         0.849   3.318   2.815   2.725   2.052   1.656   1.528   1.398 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.186   0.498   0.882   1.150   1.305   1.359 
Bottom        -0.161  -0.428  -0.752  -0.972  -1.094  -1.140 
 
Prestress
Precast-top    0.033  -0.199  -0.547  -0.889  -1.223  -1.223 
Bottom         4.243   4.431   4.711   4.980   5.238   5.238 
 
Total
Precast-top    0.219   0.300   0.334   0.261   0.082   0.136 
Bottom         4.082   4.002   3.959   4.008   4.144   4.098 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.55 %)
             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    1.84    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top    0.026   0.028   0.039  -0.172  -0.473  -0.769  -1.057  -1.057
Bottom         0.849   3.668   3.096   3.830   4.073   4.305   4.528   4.528
 
Self wt.
Precast-top   -0.000   0.144   0.114   0.456   0.839   1.108   1.263   1.318
Bottom        -0.000  -0.124  -0.100  -0.392  -0.716  -0.937  -1.059  -1.105
 
DL-Prec (DC)
Precast-top   -0.000   0.024   0.019   0.077   0.142   0.188   0.214   0.223
Bottom        -0.000  -0.021  -0.017  -0.066  -0.121  -0.159  -0.180  -0.187
 
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   0.001   0.001   0.002   0.005   0.007   0.009   0.012
Bottom        -0.000  -0.001  -0.000  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.176   0.140   0.558   1.027   1.355   1.545   1.612
Bottom        -0.000  -0.152  -0.122  -0.479  -0.875  -1.146  -1.296  -1.352
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.013   0.050   0.092   0.121   0.139   0.145
Precast-top   -0.000   0.009   0.007   0.030   0.055   0.073   0.084   0.088
Bottom        -0.000  -0.034  -0.027  -0.107  -0.196  -0.259  -0.295  -0.307
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.028   0.051   0.067   0.077   0.080
Precast-top   -0.000   0.005   0.004   0.017   0.031   0.040   0.046   0.048
Bottom        -0.000  -0.019  -0.015  -0.059  -0.108  -0.143  -0.163  -0.170
 
LL+I(+)
Topping-top   -0.000   0.089   0.071   0.281   0.511   0.665   0.753   0.776
Precast-top   -0.000   0.053   0.042   0.169   0.308   0.401   0.456   0.470
Bottom        -0.000  -0.192  -0.154  -0.603  -1.093  -1.417  -1.600  -1.648
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.114   0.090   0.358   0.654   0.853   0.969   1.001 
Precast-top    0.026   0.441   0.366   1.137   1.934   2.405   2.561   2.713 
Bottom         0.849   3.126   2.661   2.122   0.959   0.239  -0.071  -0.251 
 

 
 
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    1.84    7.97   16.60   25.23   33.87   42.50
F_LL+I(+)
Topping-top   -0.000   0.112   0.089   0.348   0.616   0.797   0.884   0.866
Precast-top   -0.000   0.067   0.053   0.209   0.371   0.481   0.535   0.524
Bottom        -0.000  -0.241  -0.194  -0.746  -1.318  -1.699  -1.877  -1.840
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.124   0.099   0.386   0.687   0.892   0.992   0.979 
Precast-top    0.013   0.261   0.215   0.693   1.184   1.483   1.587   1.646 
Bottom         0.425   1.418   1.214   0.616  -0.292  -0.871  -1.113  -1.141 
 

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
    319.8    6.5   40.5    0.892   3.8   6.00e-3 50.0    331.8     1.974    4.224      0.00
      0.0    0.9   40.1     42.0 0.180      19.7 0.87    12.00     0.113    1.385 
Transfer:   3.00
    305.7    6.5   40.5    4.012  17.0  -0.05e-3 28.8    214.4     0.612    1.760      0.00
    613.1    4.0   38.5    189.0 0.172     108.3 5.00    12.00     0.113    1.432 
Critical:   3.87
    300.3    6.5   40.5    4.231  17.0  -0.07e-3 28.8    207.3     0.593    1.320      0.00
    812.1    4.3   38.4    189.0 0.169     109.3 5.06    12.00     0.113    1.454 
0.1L    :   8.63
    271.8    6.5   38.4    6.147  17.0  -0.08e-3 28.7    182.8     0.561    0.827      0.00
   1912.8    5.4   35.7    189.0 0.164     102.2 5.09    12.00     0.113    1.286 
0.2L    :  17.27
    222.9    6.5   37.6    7.812  17.0  -0.02e-3 28.9    135.5     0.433    0.620      0.00
   3409.7    6.0   34.6    189.0 0.137      95.1 4.89    12.00     0.113    1.236 
0.3L    :  25.90
    175.1    6.5   38.9    7.812  17.0   0.71e-3 31.5    114.4     0.390    0.620      0.00
   4419.2    6.0   35.9    189.0 0.101      63.2 3.13    24.00     0.113    1.346 
0.4L    :  34.53
    128.3    6.5   40.3    7.812   0.0   1.09e-3 32.8     87.2     0.302    0.413      0.00
   4931.9    6.0   37.2    189.0 0.079      55.4 2.65    24.00     0.113    1.226 
0.5L    :  43.17
     82.6    6.5   40.3    7.812   0.0   0.93e-3 32.3     32.5     0.113    0.413      0.00
   4967.4    6.0   37.2    189.0 0.051      59.2 2.83    24.00     0.113    1.974 
0.6L    :  51.80
    128.3    6.5   40.3    7.812   0.0   1.09e-3 32.8     87.2     0.302    0.413      0.00
   4931.9    6.0   37.2    189.0 0.079      55.4 2.65    24.00     0.113    1.226 
0.7L    :  60.43
    175.1    6.5   38.9    7.812  17.0   0.71e-3 31.5    114.4     0.390    0.620      0.00
   4419.2    6.0   35.9    189.0 0.101      63.2 3.13    24.00     0.113    1.346 
0.8L    :  69.07
    222.9    6.5   37.6    7.812  17.0  -0.02e-3 28.9    135.5     0.433    0.620      0.00
   3409.7    6.0   34.6    189.0 0.137      95.1 4.89    12.00     0.113    1.236 
0.9L    :  77.70
    271.8    6.5   38.4    6.147  17.0  -0.08e-3 28.7    182.8     0.561    0.827      0.00
   1912.8    5.4   35.7    189.0 0.164     102.2 5.09    12.00     0.113    1.286 
Critical:  82.47
    300.3    6.5   40.5    4.231  17.0  -0.07e-3 28.8    207.3     0.593    1.320      0.00
    812.1    4.3   38.4    189.0 0.169     109.3 5.06    12.00     0.113    1.454 
Transfer:  83.33
    305.7    6.5   40.5    4.012  17.0  -0.05e-3 28.8    214.4     0.612    1.760      0.00
    613.1    4.0   38.5    189.0 0.172     108.3 5.00    12.00     0.113    1.432 
Bearing :  85.67
    319.8    6.5   40.5    0.892   3.8   6.00e-3 50.0    331.8     1.974    4.224      0.00
      0.0    0.9   40.1     42.0 0.180      19.7 0.87    12.00     0.113    1.385 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1531.31
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    3.06
 
 
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
    319.8      8.87     40.54    0.93       40.07    24.00      0.300      2.205      0.093      4.224 
Transfer:      2.33
    305.7      8.82     40.54    4.04       38.51    24.00      0.300      2.190      0.084      1.760 
Critical:      3.20
    300.5      8.69     40.54    4.25       38.41    24.00      0.300      2.148      0.059      1.320 
0.1L    :      7.97
    271.8      8.46     38.38    5.36       35.70    24.00      0.300      2.070      0.012      0.827 
0.2L    :     16.60
    222.9      7.16     37.58    6.03       34.57    24.00      0.300      1.638      0.000      0.620 
0.3L    :     25.23
    175.1      5.42     38.92    6.04       35.90    24.00      0.300      1.057      0.000      0.620 
0.4L    :     33.87
    128.3      3.83     40.25    6.05       37.23    24.00      0.300      0.527      0.000      0.413 
0.5L    :     42.50
     82.6      2.46     40.25    6.05       37.23    24.00      0.300      0.072      0.000      0.413 
0.6L    :     51.13
    128.3      3.83     40.25    6.05       37.23    24.00      0.300      0.527      0.000      0.413 
0.7L    :     59.77
    175.1      5.42     38.92    6.04       35.90    24.00      0.300      1.057      0.000      0.620 
0.8L    :     68.40
    222.9      7.16     37.58    6.03       34.57    24.00      0.300      1.638      0.000      0.620 
0.9L    :     77.03
    271.8      8.46     38.38    5.36       35.70    24.00      0.300      2.070      0.012      0.827 
Critical:     81.80
    300.5      8.69     40.54    4.25       38.41    24.00      0.300      2.148      0.059      1.320 
Transfer:     82.67
    305.7      8.82     40.54    4.04       38.51    24.00      0.300      2.190      0.084      1.760 
Bearing :     85.00
    319.8      8.87     40.54    0.93       40.07    24.00      0.300      2.205      0.093      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.97 ft
Prestress      :       1.543  1.80      2.777  2.20      3.394
Self Wt.       :      -0.501  1.85     -0.927  2.40     -1.203
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          :       1.041            1.849            2.191
 
At 0.2 x L = 16.60 ft
Prestress      :       2.774  1.80      4.993  2.20      6.102
Self Wt.       :      -0.940  1.85     -1.739  2.40     -2.256
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          :       1.834            3.254            3.846
 
At 0.3 x L = 25.23 ft
Prestress      :       3.657  1.80      6.582  2.20      8.044
Self Wt.       :      -1.274  1.85     -2.357  2.40     -3.058
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          :       2.382            4.224            4.986
 
At 0.4 x L = 33.87 ft
Prestress      :       4.163  1.80      7.493  2.20      9.159
Self Wt.       :      -1.476  1.85     -2.731  2.40     -3.543
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          :       2.687            4.762            5.616
 
At 0.5 x L = 42.50 ft
Prestress      :       4.355  1.80      7.840  2.20      9.582
Self Wt.       :      -1.550  1.85     -2.868  2.40     -3.720
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          :       2.805            4.972            5.862
 
At 0.6 x L = 51.13 ft
Prestress      :       4.163  1.80      7.493  2.20      9.159
Self Wt.       :      -1.476  1.85     -2.731  2.40     -3.543
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          :       2.687            4.762            5.616
 
At 0.7 x L = 59.77 ft
Prestress      :       3.657  1.80      6.582  2.20      8.044
Self Wt.       :      -1.274  1.85     -2.357  2.40     -3.058
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          :       2.382            4.224            4.986
 
At 0.8 x L = 68.40 ft
Prestress      :       2.774  1.80      4.993  2.20      6.102
Self Wt.       :      -0.940  1.85     -1.739  2.40     -2.256
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          :       1.834            3.254            3.846
 
At 0.9 x L = 77.03 ft
Prestress      :       1.543  1.80      2.777  2.20      3.394
Self Wt.       :      -0.501  1.85     -0.927  2.40     -1.203
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          :       1.041            1.849            2.191
 

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
   603.5    35.4  5.158  259.8    4.8   4.04   3725.9  0.024T 1.00       -       -     -     -  
H/2     :   1.84
   479.9    35.3  4.316  261.4    4.0   3.40   3159.8  0.029T 1.00       -       -     -     -  
0.1L    :   7.97
  1912.8    36.3  6.916  256.9    6.3   5.36   4969.4  0.017T 1.00       -       -     -     -  
0.2L    :  16.60
  3513.8    37.6  7.812  255.7    7.1   6.03   5755.4  0.015T 1.00   4158.9  4158.9    1.38    -  
0.3L    :  25.23
  4624.0    38.9  7.812  256.2    7.1   6.04   5987.3  0.015T 1.00   4243.0  4243.0    1.41    -  
0.4L    :  33.87
  5286.1    40.3  7.812  256.6    7.1   6.05   6219.4  0.015T 1.00   4403.5  4403.5    1.41    -  
0.5L    :  42.50
  5476.3    40.3  7.812  256.6    7.1   6.05   6219.4  0.015T 1.00   4366.6  4366.6    1.42    -  
0.6L    :  51.13
  5286.1    40.3  7.812  256.6    7.1   6.05   6219.4  0.015T 1.00   4403.5  4403.5    1.41    -  
0.7L    :  59.77
  4624.0    38.9  7.812  256.2    7.1   6.04   5987.3  0.015T 1.00   4243.0  4243.0    1.41    -  
0.8L    :  68.40
  3513.8    37.6  7.812  255.7    7.1   6.03   5755.4  0.015T 1.00   4158.9  4158.9    1.38    -  
0.9L    :  77.03
  1912.8    36.3  6.916  256.9    6.3   5.36   4969.4  0.017T 1.00       -       -     -     -  
H/2     :  83.16
   479.9    35.3  4.316  261.4    4.0   3.40   3159.8  0.029T 1.00       -       -     -     -  
Transfer:  82.67
   603.5    35.4  5.158  259.8    4.8   4.04   3725.9  0.024T 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 1-18; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.078
        M   2.00 Fb     0.170
 
  2   2 E  32.00 Ft     0.418
        M   8.00 Fb     0.114
 
  3   2 E  30.00 Ft     0.725
        M   6.00 Fb     0.085
 
  4   2 E  28.00 Ft     1.001
        M   4.00 Fb     0.085
 
  5   2 E  26.00 Ft     1.244
        M   2.00 Fb     0.112
 
  6   2 E   6.00 Ft     1.200
        M   6.00 Fb     0.387
 
  7   2 E   6.00 Ft     1.155
        M   6.00 Fb     0.663
 
  8   2 E   6.00 Ft     1.111
        M   6.00 Fb     0.938
 
  9   2 E   6.00 Ft     1.067
        M   6.00 Fb     1.214
 
 10   2 E   4.00 Ft     0.991
        M   4.00 Fb     1.517
 
 11   2 E   4.00 Ft     0.914
        M   4.00 Fb     1.820
 
 12   2 E   4.00 Ft     0.838
        M   4.00 Fb     2.123
 
 13   2 E   4.00 Ft     0.761
        M   4.00 Fb     2.427
 
 14   2 E   2.00 Ft     0.653
        M   2.00 Fb     2.758
 
 15   2 E   2.00 Ft     0.544
        M   2.00 Fb     3.089
 
 16   2 E   2.00 Ft     0.436
        M   2.00 Fb     3.420
 
 17   2 E   2.00 Ft     0.327
        M   2.00 Fb     3.751
 
 18   2 E   2.00 Ft     0.219
        M   2.00 Fb     4.082
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 86.33            Release Length, ft: 86.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  36
No. of strands, Draped:   8           No. of strands, Straight:  28
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  9.45 %               Final losses: 14.71 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       4.144   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.082   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6219.37     5476.28     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.195     Midspan    1.800   0.225     Midspan
    Pre.Top:   4.500   2.830     Midspan    3.375   2.243     Midspan
    Pre.Bot:   4.500   3.078    Transfer    3.375   3.318    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520   0.026     Bearing
    Pre.Bot:  -0.520  -0.251     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.646     Midspan
    Pre.Bot:                                                             3.000   1.418    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.355  1.80      7.840  2.20      9.582
Self Wt.       :      -1.550  1.85     -2.868  2.40     -3.720
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          :       2.805            4.972            5.862
 
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

