 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTB90 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 90 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 0.35*(Beam Length) from the ends of the beam. 
                     (9) The beam lifting and supporting points are both assumed are 3.25 feet and 9 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 7.5 ksi and 8.5 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_5d1b.tmp\BTB90-0_35\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
Number of spans         =            1
Number of lanes         =            3
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   1376423.13
 
SPAN DATA
---------
Precast length    , ft =     91.333
Bearing-to-bearing, ft =     90.000
Release span      , ft =     91.333
 
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      =      8.500           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5471.070        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      7.500 
Eci ,ksi      =   5249.690
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.35L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: YES
------------------------------------------------
Left Barrier Weight, klf                 0.650
Right Barrier Weight, klf                0.650
Left Curb Weight, klf                    0.000
Right Curb Weight, klf                   0.000
Left Sidewalk, klf                       0.000
Right Sidewalk, klf                      0.000
Future Wearing Surface, ksf              0.020
Sacrificial Wearing Surface, in          0.750
Stay in Place Deck Forms, klf            0.000
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.035    0.00       0.035   90.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   90.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   90.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   90.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   90.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   90.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   90.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   90.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   90.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   90.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   90.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   45.000
   1    2        0.500   45.000
   1    3        0.500   45.000
   1    4        0.500   45.000
   1    5        0.250   45.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   90.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   90.00   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   0.040*     0.045 NG     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              7.50 ksi 
  Elasticity          5249.7 ksi 
  Max comp              4.88 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.66 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      8.50 ksi    4.00 ksi 
  Elasticity 5471.07 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    5.10 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.82 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    3.40 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.55 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    7.50        8.50      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    7.50        8.50      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    7.50        8.50      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    7.50        8.50      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    7.50        8.50      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 38 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 31.97 ft from member end )
 
END PATTERN (Ycg = 8.95 in):
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in 2 @ 26.000 in 
  2 @ 28.000 in  2 @ 30.000 in  2 @ 32.000 in               
 
MID PATTERN (Ycg = 3.89 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    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 11.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 11.9167 23.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 23.9167 35.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 35.1667 56.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 56.1667 67.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 67.4167 79.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00 79.4167 86.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 86.9167 87.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 87.5833 89.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 89.5833 89.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 89.9167 90.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 90.2500 90.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 90.5833 90.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 90.7917 91.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 91.0000 91.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 91.2083 91.3333 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 91.3330       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:
 38 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 31.97 ft from member end )
 
END PATTERN (Ycg = 8.95 in):
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in 2 @ 26.000 in 
  2 @ 28.000 in  2 @ 30.000 in  2 @ 32.000 in               
 
MID PATTERN (Ycg = 3.89 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    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 11.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 11.9167 23.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 23.9167 35.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 35.1667 56.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 56.1667 67.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 67.4167 79.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00 79.4167 86.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 86.9167 87.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 87.5833 89.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 89.5833 89.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 89.9167 90.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 90.2500 90.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 90.5833 90.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 90.7917 91.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 91.0000 91.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 91.2083 91.3333 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 91.3330       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:
 38 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 31.97 ft from member end )
 
END PATTERN (Ycg = 8.95 in):
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in 2 @ 26.000 in 
  2 @ 28.000 in  2 @ 30.000 in  2 @ 32.000 in               
 
MID PATTERN (Ycg = 3.89 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    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 11.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 11.9167 23.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 23.9167 35.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 35.1667 56.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 56.1667 67.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 67.4167 79.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00 79.4167 86.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 86.9167 87.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 87.5833 89.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 89.5833 89.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 89.9167 90.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 90.2500 90.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 90.5833 90.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 90.7917 91.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 91.0000 91.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 91.2083 91.3333 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 91.3330       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:
 38 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 31.97 ft from member end )
 
END PATTERN (Ycg = 8.95 in):
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in 2 @ 26.000 in 
  2 @ 28.000 in  2 @ 30.000 in  2 @ 32.000 in               
 
MID PATTERN (Ycg = 3.89 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    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 11.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 11.9167 23.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 23.9167 35.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 35.1667 56.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 56.1667 67.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 67.4167 79.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00 79.4167 86.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 86.9167 87.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 87.5833 89.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 89.5833 89.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 89.9167 90.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 90.2500 90.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 90.5833 90.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 90.7917 91.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 91.0000 91.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 91.2083 91.3333 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 91.3330       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:
 38 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 31.97 ft from member end )
 
END PATTERN (Ycg = 8.95 in):
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in 2 @ 26.000 in 
  2 @ 28.000 in  2 @ 30.000 in  2 @ 32.000 in               
 
MID PATTERN (Ycg = 3.89 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    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 11.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 11.9167 23.9167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 23.9167 35.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00 35.1667 56.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00 56.1667 67.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 67.4167 79.4167 Yes       
       2 US#5[M16]  60.0  0.62    9.00 79.4167 86.9167 Yes       
       2 US#6[M19]  60.0  0.88    8.00 86.9167 87.5833 Yes       
       2 US#6[M19]  60.0  0.88    6.00 87.5833 89.5833 Yes       
       2 US#6[M19]  60.0  0.88    4.00 89.5833 89.9167 No        
       2 US#6[M19]  60.0  0.88    4.00 89.9167 90.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.00 90.2500 90.5833 No        
       2 US#6[M19]  60.0  0.88    2.50 90.5833 90.7917 Yes       
       2 US#6[M19]  60.0  0.88    2.50 90.7917 91.0000 No        
       2 US#6[M19]  60.0  0.88    2.50 91.0000 91.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 91.2083 91.3333 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 91.3330       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   90.00
     DC  Line       0.052      0.00       0.052   90.00
     DC  Line       0.076      0.00       0.076   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.333 ft
Release length = 91.333 ft
Design  length = 90.000 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)  : 0.691   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.969   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.068   (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           1234.2 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           268331 in4#
Ht. of c.g.           =        17.14 in             28.44 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 = 0.7798

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     8.47    17.60    26.73    35.87    45.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    639.8    668.2    662.3    668.2    668.2    668.2    668.2    668.2
  Yb      ,  in    17.03    16.67    16.74    16.61    16.53    16.46    16.42    16.42
  MI(Ixx) , in4   100532   102573   102131   103186   104218   105395   106037   106037
Composite: (At Final, using Ec =  5471.1 ksi )
  Area    , in2   1241.9   1268.9   1263.2   1268.9   1268.9   1268.9   1268.9   1268.9
  Yb      ,  in    28.32    27.89    27.98    27.87    27.83    27.79    27.77    27.77
  MI(Ixx) , in4   271274   281787   279554   283126   285237   287488   288667   288667

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.50 ksi           4.00 ksi
  Elasticity         =    5471.07 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.10 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.83 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           =       3.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.55 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  38 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 31.97 ft from member end )
END PATTERN (Ycg = 8.95 in):
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in     2 @ 26.000 in
     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.89 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    8.25 in2      Initial Pull          =     1616.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.343 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.179 ft
Holddown Force        =  21.249 kips     Beam Shrtng (PL/AE)   =      0.510 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)       
--------------------------------------------------------------------------------------
      3471.666         740 2569.032     14.839 60099.340   783.483     578.132        
 
 
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     11.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.9167     23.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      23.9167     35.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      35.1667     56.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      56.1667     67.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      67.4167     79.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00      79.4167     86.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      86.9167     87.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      87.5833     89.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      89.5833     89.9167     No
      2      US#6[M19]       60.00        0.88       4.00      89.9167     90.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00      90.2500     90.5833     No
      2      US#6[M19]       60.00        0.88       2.50      90.5833     90.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50      90.7917     91.0000     No
      2      US#6[M19]       60.00        0.88       2.50      91.0000     91.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      91.2083     91.3333     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 91.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 8.2460 in2       Ycg =  3.89 in
         P_init    =     1616.4 kips  Ecc = 13.25 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.51 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.410 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.28 ksi    0.00 ksi
    due to Composite Loads                                 -2.40 ksi    0.00 ksi
    due to Live Loads                                      -8.04 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.51 ksi  ( 9.44 %)             6.79 ksi ( 3.46 %)
Total Prestress Losses                                    25.30 ksi (12.91 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.7 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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    67.3    53.5   227.1   419.2   556.5   638.8   666.2
(Max)       V      29.6    28.1    28.4    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0    16.7    13.3    56.5   104.2   138.3   158.8   165.6
DC(Max)     V       7.4     7.0     7.1     6.0     4.5     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.3    65.4   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    34.7    29.4    22.1    14.7     7.4     0.0
Diaphragm : M       0.0     0.3     0.2     1.1     2.2     3.3     4.5     5.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.3    24.1   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.8    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    13.3    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.3     7.0     7.0     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   206.7   164.3   693.2  1265.1  1654.3  1885.2  1944.3
            V     122.4   118.0   118.9   106.4    89.9    73.4    50.9    34.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   122.4   118.0   118.9   106.4    90.9    76.0    61.8    48.2
            M       0.0   212.7   169.4   693.2  1198.4  1523.1  1661.2  1625.5
Total     : M+      0.0   420.3   334.1  1414.2  2596.2  3421.5  3914.6  4061.7
            V     216.4   207.1   209.0   182.7   147.2   111.7    70.1    34.6
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   216.4   207.1   209.0   182.7   148.1   114.2    81.0    48.3
            M       0.0   426.3   339.1  1414.2  2529.5  3290.3  3690.5  3742.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   88.16   87.67   90.00
Self wt.  : M     638.8   556.5   419.2   227.1    53.5    67.3     0.0
(Max)       V       6.0    12.0    18.0    24.0    28.4    28.1    29.6
DL-Prec.  : M     158.8   138.3   104.2    56.5    13.3    16.7     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     7.1     7.0     7.4
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     781.3   680.6   512.8   277.8    65.4    82.3     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    34.7    34.3    36.2
Diaphragm : M       4.5     3.3     2.2     1.1     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     287.4   250.3   188.6   102.2    24.1    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.8    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    13.3    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.3
LL + I    : M+   1885.2  1654.3  1265.1   693.2   164.3   206.7     0.0
            V      50.9    73.4    89.9   106.4   118.9   118.0   122.4
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    61.8    76.0    90.9   106.4   118.9   118.0   122.4
            M    1661.2  1523.1  1198.4   693.2   169.4   212.7    -0.0
Total     : M+   3914.5  3421.5  2596.2  1414.2   334.1   420.3     0.0
            V      70.1   111.7   147.2   182.7   209.0   207.1   216.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    81.0   114.2   148.1   182.7   209.0   207.1   216.4
            M    3690.5  3290.3  2529.5  1414.2   339.1   426.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.6             29.6
Deck+Haunch            36.2             36.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            7.4              7.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           36.7             36.7
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    67.3    53.5   227.1   419.2   556.5   638.8   666.2
(Max)       V      29.6    28.1    28.4    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0    16.7    13.3    56.5   104.2   138.3   158.8   165.6
DC(Max)     V       7.4     7.0     7.1     6.0     4.5     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.3    65.4   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    34.7    29.4    22.1    14.7     7.4     0.0
Diaphragm : M       0.0     0.3     0.2     1.1     2.2     3.3     4.5     5.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.3    24.1   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.8    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    13.3    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.3     7.0     7.0     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   165.4   131.5   554.6  1012.1  1323.4  1508.2  1555.4
            V      97.9    94.4    95.1    85.1    71.9    58.8    40.7    27.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    97.9    94.4    95.1    85.1    72.7    60.8    49.4    38.6
            M       0.0   170.1   135.5   554.6   958.7  1218.5  1329.0  1300.4
Total     : M+      0.0   379.0   301.2  1275.6  2343.1  3090.6  3537.5  3672.9
            V     191.9   183.5   185.2   161.4   129.2    97.0    59.9    27.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   191.9   183.5   185.2   161.4   130.0    99.0    68.6    38.7
            M       0.0   383.7   305.3  1275.6  2289.8  2985.7  3358.3  3417.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   88.16   87.67   90.00
Self wt.  : M     638.8   556.5   419.2   227.1    53.5    67.3     0.0
(Max)       V       6.0    12.0    18.0    24.0    28.4    28.1    29.6
DL-Prec.  : M     158.8   138.3   104.2    56.5    13.3    16.7     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     7.1     7.0     7.4
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     781.3   680.6   512.8   277.8    65.4    82.3     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    34.7    34.3    36.2
Diaphragm : M       4.5     3.3     2.2     1.1     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     287.4   250.3   188.6   102.2    24.1    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.8    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    13.3    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.3
LL + I    : M+   1508.2  1323.4  1012.1   554.6   131.5   165.4     0.0
            V      40.7    58.8    71.9    85.1    95.1    94.4    97.9
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    49.4    60.8    72.7    85.1    95.1    94.4    97.9
            M    1329.0  1218.5   958.7   554.6   135.5   170.1    -0.0
Total     : M+   3537.5  3090.6  2343.1  1275.6   301.2   379.0     0.0
            V      59.9    97.0   129.2   161.4   185.2   183.5   191.9
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    68.6    99.0   130.0   161.4   185.2   183.5   191.9
            M    3358.3  2985.7  2289.8  1275.6   305.3   383.7    -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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    84.1    66.8   283.9   524.0   695.6   798.5   832.8
(Max)       V      37.0    35.1    35.5    30.0    22.5    15.0     7.5     0.0
Self wt.  : M       0.0    60.6    48.1   204.4   377.3   500.8   574.9   599.6
(Min)       V      26.6    25.3    25.6    21.6    16.2    10.8     5.4     0.0
DL-Prec.  : M       0.0    20.9    16.6    70.6   130.3   172.9   198.5   207.0
DC(Max)     V       9.2     8.7     8.8     7.5     5.6     3.7     1.9     0.0
DL-Prec.  : M       0.0    15.1    12.0    50.8    93.8   124.5   142.9   149.1
DC(Min)     V       6.6     6.3     6.4     5.4     4.0     2.7     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   102.9    81.8   347.2   641.0   850.8   976.6  1018.6
Haunch (Max)V      45.3    42.9    43.4    36.8    27.6    18.4     9.2     0.0
Deck +    : M       0.0    74.1    58.9   250.0   461.5   612.5   703.2   733.4
Haunch (Min)V      32.6    30.9    31.3    26.5    19.8    13.2     6.6     0.0
Diaphragm : M       0.0     0.4     0.3     1.3     2.8     4.2     5.6     7.0
(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     1.0     2.0     3.0     4.0     5.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.8    30.1   127.7   235.7   312.9   359.2   374.6
DC(Max)     V      16.7    15.8    16.0    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    27.2    21.7    92.0   169.7   225.3   258.6   269.7
DC(Min)     V      12.0    11.4    11.5     9.7     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    25.1    19.9    84.6   156.1   207.2   237.8   248.1
DW(Max)     V      11.0    10.5    10.6     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    10.9     8.6    36.6    67.6    89.8   103.1   107.5
DW(Min)     V       4.8     4.5     4.6     3.9     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   361.8   287.6  1213.2  2213.9  2895.0  3299.2  3402.5
            V     214.2   206.4   208.1   186.1   157.3   128.5    89.1    60.3
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   214.2   206.4   208.1   186.1   159.0   133.0   108.2    84.3
            M       0.0   372.2   296.5  1213.2  2097.2  2665.4  2907.2  2844.6
Total     : M+      0.0   633.0   503.1  2128.5  3903.8  5138.5  5875.5  6090.6
            V     333.5   319.6   322.5   283.0   230.0   177.0   113.4    60.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   333.5   319.6   322.5   283.0   231.7   181.6   132.5    84.5
            M       0.0   643.4   511.9  2128.5  3787.1  4908.9  5483.4  5532.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   88.16   87.67   90.00
Self wt.  : M     798.5   695.6   524.0   283.9    66.8    84.1     0.0
(Max)       V       7.5    15.0    22.5    30.0    35.5    35.1    37.0
Self wt.  : M     574.9   500.8   377.3   204.4    48.1    60.6     0.0
(Min)       V       5.4    10.8    16.2    21.6    25.6    25.3    26.6
DL-Prec.  : M     198.5   172.9   130.3    70.6    16.6    20.9     0.0
DC(Max)     V       1.9     3.7     5.6     7.5     8.8     8.7     9.2
DL-Prec.  : M     142.9   124.5    93.8    50.8    12.0    15.1     0.0
DC(Min)     V       1.3     2.7     4.0     5.4     6.4     6.3     6.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     976.6   850.8   641.0   347.2    81.8   102.9     0.0
Haunch (Max)V       9.2    18.4    27.6    36.8    43.4    42.9    45.3
Deck +    : M     703.2   612.5   461.5   250.0    58.9    74.1     0.0
Haunch (Min)V       6.6    13.2    19.8    26.5    31.3    30.9    32.6
Diaphragm : M       5.6     4.2     2.8     1.3     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.0     3.0     2.0     1.0     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     359.2   312.9   235.7   127.7    30.1    37.8     0.0
DC(Max)     V       3.4     6.8    10.1    13.5    16.0    15.8    16.7
DL-Comp   : M     258.6   225.3   169.7    92.0    21.7    27.2     0.0
DC(Min)     V       2.4     4.9     7.3     9.7    11.5    11.4    12.0
DL-Comp   : M     237.8   207.2   156.1    84.6    19.9    25.1     0.0
DW(Max)     V       2.2     4.5     6.7     9.0    10.6    10.5    11.0
DL-Comp   : M     103.1    89.8    67.6    36.6     8.6    10.9     0.0
DW(Min)     V       1.0     1.9     2.9     3.9     4.6     4.5     4.8
LL + I    : M+   3299.2  2895.0  2213.9  1213.2   287.6   361.8     0.0
            V      89.1   128.5   157.3   186.1   208.1   206.4   214.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   108.2   133.0   159.0   186.1   208.1   206.4   214.2
            M    2907.2  2665.4  2097.2  1213.2   296.5   372.2    -0.0
Total     : M+   5875.4  5138.5  3903.8  2128.5   503.1   633.0     0.0
            V     113.4   177.0   230.0   283.0   322.5   319.6   333.5
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   132.5   181.6   231.7   283.0   322.5   319.6   333.5
            M    5483.4  4908.9  3787.1  2128.5   511.9   643.4    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.0             37.0
Deck+Haunch            45.3             45.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            9.2              9.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           55.1             55.1
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    67.3    53.5   227.1   419.2   556.5   638.8   666.2
(Max)       V      29.6    28.1    28.4    24.0    18.0    12.0     6.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    16.7    13.3    56.5   104.2   138.3   158.8   165.6
DC(Max)     V       7.4     7.0     7.1     6.0     4.5     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.3    65.4   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    34.7    29.4    22.1    14.7     7.4     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     1.1     2.2     3.3     4.5     5.6
(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    30.3    24.1   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.8    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    16.7    13.3    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.3     7.0     7.0     6.0     4.5     3.0     1.5     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   206.8   164.6   684.6  1219.1  1586.9  1772.0  1745.3
            V     123.4   119.1   120.0   107.9    92.4    70.9    55.4    39.9
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   123.4   119.1   120.0   107.9    92.4    77.0    61.5    46.0
            M       0.0   206.8   164.6   684.6  1219.1  1541.9  1652.9  1552.1
Total     : M+      0.0   420.5   334.3  1405.6  2550.2  3354.1  3801.3  3862.8
            V     217.4   208.2   210.1   184.2   149.7   109.1    74.6    40.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   217.4   208.2   210.1   184.2   149.7   115.2    80.7    46.2
            M       0.0   420.5   334.3  1405.6  2550.2  3309.1  3682.2  3669.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   88.16   87.67   90.00
Self wt.  : M     638.8   556.5   419.2   227.1    53.5    67.3     0.0
(Max)       V       6.0    12.0    18.0    24.0    28.4    28.1    29.6
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     158.8   138.3   104.2    56.5    13.3    16.7     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     7.1     7.0     7.4
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     781.3   680.6   512.8   277.8    65.4    82.3     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    34.7    34.3    36.2
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       4.5     3.3     2.2     1.1     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     287.4   250.3   188.6   102.2    24.1    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.8    12.6    13.3
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     158.6   138.1   104.1    56.4    13.3    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1772.0  1586.9  1219.1   684.6   164.6   206.8     0.0
            V      55.4    70.9    92.4   107.9   120.0   119.1   123.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.5    77.0    92.4   107.9   120.0   119.1   123.4
            M    1652.9  1541.9  1219.1   684.6   164.6   206.8     0.0
Total     : M+   3801.3  3354.1  2550.2  1405.6   334.3   420.5     0.0
            V      74.6   109.1   149.7   184.2   210.1   208.2   217.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    80.7   115.2   149.7   184.2   210.1   208.2   217.4
            M    3682.2  3309.1  2550.2  1405.6   334.3   420.5     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67   31.97
 
Beam-Self
Precast-top    0.197   0.557   0.984   1.283   1.460   1.521   1.386 
Bottom        -0.170  -0.477  -0.836  -1.080  -1.224  -1.275  -1.164 
 
Prestress
Precast-top   -0.077  -0.348  -0.743  -1.130  -1.319  -1.319  -1.319 
Bottom         4.571   4.790   5.105   5.407   5.552   5.552   5.552 
 
Total
Precast-top    0.120   0.209   0.241   0.153   0.141   0.202   0.067 
Bottom         4.401   4.312   4.269   4.327   4.329   4.278   4.388 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.50 %)
             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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top    0.005  -0.068  -0.041  -0.304  -0.650  -0.988  -1.154  -1.154
Bottom         0.927   3.999   3.377   4.191   4.467   4.731   4.858   4.858
 
Self wt.
Precast-top   -0.000   0.152   0.121   0.512   0.940   1.238   1.416   1.477
Bottom        -0.000  -0.131  -0.105  -0.439  -0.798  -1.043  -1.187  -1.238
 
DL-Prec (DC)
Precast-top   -0.000   0.038   0.030   0.127   0.234   0.308   0.352   0.367
Bottom        -0.000  -0.033  -0.026  -0.109  -0.198  -0.259  -0.295  -0.308
 
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   0.010   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   0.186   0.148   0.626   1.149   1.515   1.732   1.806
Bottom        -0.000  -0.160  -0.129  -0.537  -0.976  -1.275  -1.452  -1.514
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.013   0.055   0.102   0.134   0.154   0.160
Precast-top   -0.000   0.010   0.008   0.035   0.065   0.086   0.098   0.103
Bottom        -0.000  -0.036  -0.029  -0.121  -0.221  -0.290  -0.332  -0.346
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.031   0.056   0.074   0.085   0.088
Precast-top   -0.000   0.006   0.005   0.019   0.036   0.047   0.054   0.057
Bottom        -0.000  -0.020  -0.016  -0.067  -0.122  -0.160  -0.183  -0.191
 
LL+I(+)
Topping-top   -0.000   0.112   0.089   0.375   0.682   0.886   1.007   1.039
Precast-top   -0.000   0.071   0.057   0.239   0.435   0.567   0.645   0.665
Bottom        -0.000  -0.246  -0.197  -0.819  -1.481  -1.919  -2.176  -2.244
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.138   0.110   0.461   0.839   1.095   1.246   1.287 
Precast-top    0.005   0.397   0.328   1.258   2.213   2.780   3.153   3.333 
Bottom         0.927   3.373   2.874   2.098   0.666  -0.222  -0.774  -0.993 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.026   0.020   0.086   0.158   0.208   0.238   0.248 
Precast-top    0.005   0.326   0.271   1.019   1.778   2.213   2.508   2.667 
Bottom         0.927   3.618   3.071   2.917   2.147   1.697   1.402   1.251 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67   31.97
 
Beam-Self
Precast-top    0.197   0.557   0.984   1.283   1.460   1.521   1.386 
Bottom        -0.170  -0.477  -0.836  -1.080  -1.224  -1.275  -1.164 
 
Prestress
Precast-top   -0.077  -0.348  -0.743  -1.130  -1.319  -1.319  -1.319 
Bottom         4.571   4.790   5.105   5.407   5.552   5.552   5.552 
 
Total
Precast-top    0.120   0.209   0.241   0.153   0.141   0.202   0.067 
Bottom         4.401   4.312   4.269   4.327   4.329   4.278   4.388 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.50 %)
             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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top    0.005  -0.068  -0.041  -0.304  -0.650  -0.988  -1.154  -1.154
Bottom         0.927   3.999   3.377   4.191   4.467   4.731   4.858   4.858
 
Self wt.
Precast-top   -0.000   0.152   0.121   0.512   0.940   1.238   1.416   1.477
Bottom        -0.000  -0.131  -0.105  -0.439  -0.798  -1.043  -1.187  -1.238
 
DL-Prec (DC)
Precast-top   -0.000   0.038   0.030   0.127   0.234   0.308   0.352   0.367
Bottom        -0.000  -0.033  -0.026  -0.109  -0.198  -0.259  -0.295  -0.308
 
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   0.010   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   0.186   0.148   0.626   1.149   1.515   1.732   1.806
Bottom        -0.000  -0.160  -0.129  -0.537  -0.976  -1.275  -1.452  -1.514
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.013   0.055   0.102   0.134   0.154   0.160
Precast-top   -0.000   0.010   0.008   0.035   0.065   0.086   0.098   0.103
Bottom        -0.000  -0.036  -0.029  -0.121  -0.221  -0.290  -0.332  -0.346
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.031   0.056   0.074   0.085   0.088
Precast-top   -0.000   0.006   0.005   0.019   0.036   0.047   0.054   0.057
Bottom        -0.000  -0.020  -0.016  -0.067  -0.122  -0.160  -0.183  -0.191
 
LL+I(+)
Topping-top   -0.000   0.090   0.072   0.300   0.545   0.709   0.806   0.831
Precast-top   -0.000   0.057   0.045   0.191   0.348   0.454   0.516   0.532
Bottom        -0.000  -0.196  -0.158  -0.655  -1.185  -1.535  -1.741  -1.795
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.115   0.092   0.386   0.703   0.917   1.044   1.080 
Precast-top    0.005   0.383   0.317   1.210   2.126   2.667   3.024   3.200 
Bottom         0.927   3.422   2.913   2.262   0.962   0.162  -0.339  -0.544 
 

 
 
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    8.47   17.60   26.73   35.87   45.00
F_LL+I(+)
Topping-top   -0.000   0.112   0.090   0.371   0.657   0.850   0.947   0.933
Precast-top   -0.000   0.071   0.057   0.236   0.419   0.544   0.606   0.597
Bottom        -0.000  -0.246  -0.198  -0.809  -1.427  -1.841  -2.045  -2.015
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.125   0.100   0.414   0.736   0.954   1.066   1.057 
Precast-top    0.003   0.234   0.192   0.745   1.308   1.650   1.860   1.931 
Bottom         0.464   1.564   1.338   0.650  -0.354  -0.992  -1.345  -1.389 
 

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
    333.5    6.5   40.6    0.969   4.1   6.00e-3 50.0    345.4     2.050    4.224      0.00
      0.0    1.0   40.2     42.0 0.165      21.0 0.87    12.00     0.120    1.508 
Transfer:   3.00
    319.6    6.5   40.6    4.362  18.6  -0.06e-3 28.8    220.3     0.629    1.760      0.00
    643.4    4.3   38.5    189.0 0.158     116.2 5.04    12.00     0.120    1.550 
Critical:   3.86
    314.2    6.5   40.6    4.594  18.6  -0.08e-3 28.7    213.2     0.609    1.320      0.00
    851.7    4.5   38.4    189.0 0.156     117.3 5.10    12.00     0.120    1.572 
0.1L    :   9.13
    283.0    6.5   38.7    6.733  18.6  -0.08e-3 28.7    186.2     0.570    0.827      0.00
   2128.5    5.8   35.8    189.0 0.150     109.7 5.12    12.00     0.120    1.267 
0.2L    :  18.27
    231.7    6.5   38.2    8.246  18.6  -0.01e-3 29.0    137.2     0.434    0.620      0.00
   3787.1    6.3   35.0    189.0 0.123     101.7 4.85    24.00     0.120    1.229 
0.3L    :  27.40
    181.6    6.5   39.6    8.246  18.6   0.94e-3 32.3    121.6     0.422    0.496      0.00
   4908.9    6.4   36.5    189.0 0.091      61.5 2.82    24.00     0.120    1.106 
0.4L    :  36.53
    132.5    6.5   40.4    8.246   0.0   1.46e-3 34.1     96.3     0.351    0.413      0.00
   5483.4    6.4   37.2    189.0 0.072      50.9 2.29    24.00     0.120    1.116 
0.5L    :  45.67
     84.5    6.5   40.4    8.246   0.0   1.33e-3 33.6     40.4     0.145    0.413      0.00
   5532.7    6.4   37.2    189.0 0.046      53.5 2.40    24.00     0.120    1.799 
0.6L    :  54.80
    132.5    6.5   40.4    8.246   0.0   1.46e-3 34.1     96.3     0.351    0.413      0.00
   5483.4    6.4   37.2    189.0 0.072      50.9 2.29    24.00     0.120    1.116 
0.7L    :  63.93
    181.6    6.5   39.6    8.246  18.6   0.94e-3 32.3    121.6     0.422    0.496      0.00
   4908.9    6.4   36.5    189.0 0.091      61.5 2.82    24.00     0.120    1.106 
0.8L    :  73.07
    231.7    6.5   38.2    8.246  18.6  -0.01e-3 29.0    137.2     0.434    0.620      0.00
   3787.1    6.3   35.0    189.0 0.123     101.7 4.85    24.00     0.120    1.229 
0.9L    :  82.20
    283.0    6.5   38.7    6.733  18.6  -0.08e-3 28.7    186.2     0.570    0.827      0.00
   2128.5    5.8   35.8    189.0 0.150     109.7 5.12    12.00     0.120    1.267 
Critical:  87.47
    314.2    6.5   40.6    4.594  18.6  -0.08e-3 28.7    213.2     0.609    1.320      0.00
    851.7    4.5   38.4    189.0 0.156     117.3 5.10    12.00     0.120    1.572 
Transfer:  88.33
    319.6    6.5   40.6    4.362  18.6  -0.06e-3 28.8    220.3     0.629    1.760      0.00
    643.4    4.3   38.5    189.0 0.158     116.2 5.04    12.00     0.120    1.550 
Bearing :  90.67
    333.5    6.5   40.6    0.969   4.1   6.00e-3 50.0    345.4     2.050    4.224      0.00
      0.0    1.0   40.2     42.0 0.165      21.0 0.87    12.00     0.120    1.508 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1616.38
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    3.23
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 1
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    333.5      9.23     40.65    0.99       40.15    24.00      0.300      2.326      0.166      4.224 
Transfer:      2.33
    319.6      9.23     40.65    4.32       38.49    24.00      0.300      2.325      0.165      1.760 
Critical:      3.20
    314.4      9.10     40.65    4.54       38.38    24.00      0.300      2.284      0.141      1.320 
0.1L    :      8.47
    283.0      8.78     38.70    5.81       35.80    24.00      0.300      2.178      0.077      0.827 
0.2L    :     17.60
    231.7      7.35     38.19    6.35       35.02    24.00      0.300      1.701      0.000      0.620 
0.3L    :     26.73
    181.6      5.53     39.63    6.36       36.45    24.00      0.300      1.095      0.000      0.496 
0.4L    :     35.87
    132.5      3.96     40.36    6.37       37.17    24.00      0.300      0.570      0.000      0.413 
0.5L    :     45.00
     84.5      2.53     40.36    6.37       37.17    24.00      0.300      0.092      0.000      0.413 
0.6L    :     54.13
    132.5      3.96     40.36    6.37       37.17    24.00      0.300      0.570      0.000      0.413 
0.7L    :     63.27
    181.6      5.53     39.63    6.36       36.45    24.00      0.300      1.095      0.000      0.496 
0.8L    :     72.40
    231.7      7.35     38.19    6.35       35.02    24.00      0.300      1.701      0.000      0.620 
0.9L    :     81.53
    283.0      8.78     38.70    5.81       35.80    24.00      0.300      2.178      0.077      0.827 
Critical:     86.80
    314.4      9.10     40.65    4.54       38.38    24.00      0.300      2.284      0.141      1.320 
Transfer:     87.67
    319.6      9.23     40.65    4.32       38.49    24.00      0.300      2.325      0.165      1.760 
Bearing :     90.00
    333.5      9.23     40.65    0.99       40.15    24.00      0.300      2.326      0.166      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.47 ft
Prestress      :       1.804  1.80      3.248  2.20      3.969
Self Wt.       :      -0.597  1.85     -1.105  2.40     -1.433
Deck + Haunch  :                       -0.623  2.30     -1.433
DL-Prec. (DC)  :                       -0.127  3.00     -0.380
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.083  3.00     -0.250
DL-Comp. (DW)  :                       -0.046  3.00     -0.138
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 17.60 ft
Prestress      :       3.236  1.80      5.825  2.20      7.119
Self Wt.       :      -1.118  1.85     -2.069  2.40     -2.684
Deck + Haunch  :                       -1.214  2.30     -2.792
DL-Prec. (DC)  :                       -0.247  3.00     -0.740
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.163  3.00     -0.489
DL-Comp. (DW)  :                       -0.090  3.00     -0.270
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 26.73 ft
Prestress      :       4.251  1.80      7.653  2.20      9.353
Self Wt.       :      -1.514  1.85     -2.801  2.40     -3.634
Deck + Haunch  :                       -1.664  2.30     -3.828
DL-Prec. (DC)  :                       -0.338  3.00     -1.015
Diaphragm      :                       -0.009  3.00     -0.027
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.224  3.00     -0.673
DL-Comp. (DW)  :                       -0.124  3.00     -0.371
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 35.87 ft
Prestress      :       4.865  1.80      8.758  2.20     10.704
Self Wt.       :      -1.763  1.85     -3.261  2.40     -4.230
Deck + Haunch  :                       -1.947  2.30     -4.479
DL-Prec. (DC)  :                       -0.396  3.00     -1.187
Diaphragm      :                       -0.011  3.00     -0.032
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.263  3.00     -0.789
DL-Comp. (DW)  :                       -0.145  3.00     -0.436
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 45.00 ft
Prestress      :       5.084  1.80      9.151  2.20     11.184
Self Wt.       :      -1.851  1.85     -3.424  2.40     -4.442
Deck + Haunch  :                       -2.048  2.30     -4.710
DL-Prec. (DC)  :                       -0.416  3.00     -1.249
Diaphragm      :                       -0.011  3.00     -0.034
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.277  3.00     -0.830
DL-Comp. (DW)  :                       -0.153  3.00     -0.458
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 54.13 ft
Prestress      :       4.865  1.80      8.758  2.20     10.704
Self Wt.       :      -1.763  1.85     -3.261  2.40     -4.230
Deck + Haunch  :                       -1.947  2.30     -4.479
DL-Prec. (DC)  :                       -0.396  3.00     -1.187
Diaphragm      :                       -0.011  3.00     -0.032
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.263  3.00     -0.789
DL-Comp. (DW)  :                       -0.145  3.00     -0.436
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 63.27 ft
Prestress      :       4.251  1.80      7.653  2.20      9.353
Self Wt.       :      -1.514  1.85     -2.801  2.40     -3.634
Deck + Haunch  :                       -1.664  2.30     -3.828
DL-Prec. (DC)  :                       -0.338  3.00     -1.015
Diaphragm      :                       -0.009  3.00     -0.027
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.224  3.00     -0.673
DL-Comp. (DW)  :                       -0.124  3.00     -0.371
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 72.40 ft
Prestress      :       3.236  1.80      5.825  2.20      7.119
Self Wt.       :      -1.118  1.85     -2.069  2.40     -2.684
Deck + Haunch  :                       -1.214  2.30     -2.792
DL-Prec. (DC)  :                       -0.247  3.00     -0.740
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.163  3.00     -0.489
DL-Comp. (DW)  :                       -0.090  3.00     -0.270
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 81.53 ft
Prestress      :       1.804  1.80      3.248  2.20      3.969
Self Wt.       :      -0.597  1.85     -1.105  2.40     -1.433
Deck + Haunch  :                       -0.623  2.30     -1.433
DL-Prec. (DC)  :                       -0.127  3.00     -0.380
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.083  3.00     -0.250
DL-Comp. (DW)  :                       -0.046  3.00     -0.138
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 1,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.33
   633.0    35.8  5.525  259.3    5.1   4.32   4012.8  0.022T 1.00       -       -     -     -  
H/2     :   1.84
   503.1    35.7  4.623  260.9    4.3   3.64   3406.1  0.027T 1.00       -       -     -     -  
0.1L    :   8.47
  2128.5    36.7  7.525  255.9    6.8   5.81   5431.6  0.016T 1.00       -       -     -     -  
0.2L    :  17.60
  3903.8    38.2  8.246  255.2    7.5   6.35   6140.9  0.014T 1.00   4503.1  4503.1    1.36    -  
0.3L    :  26.73
  5138.5    39.6  8.246  255.7    7.5   6.36   6405.7  0.014T 1.00   4603.4  4603.4    1.39    -  
0.4L    :  35.87
  5875.5    40.4  8.246  256.0    7.5   6.37   6538.2  0.014T 1.00   4634.5  4634.5    1.41    -  
0.5L    :  45.00
  6090.6    40.4  8.246  256.0    7.5   6.37   6538.2  0.014T 1.00   4592.4  4592.4    1.42    -  
0.6L    :  54.13
  5875.4    40.4  8.246  256.0    7.5   6.37   6538.2  0.014T 1.00   4634.5  4634.5    1.41    -  
0.7L    :  63.27
  5138.5    39.6  8.246  255.7    7.5   6.36   6405.7  0.014T 1.00   4603.4  4603.4    1.39    -  
0.8L    :  72.40
  3903.8    38.2  8.246  255.2    7.5   6.35   6140.9  0.014T 1.00   4503.1  4503.1    1.36    -  
0.9L    :  81.53
  2128.5    36.7  7.525  255.9    6.8   5.81   5431.6  0.016T 1.00       -       -     -     -  
H/2     :  88.16
   503.1    35.7  4.623  260.9    4.3   3.64   3406.1  0.027T 1.00       -       -     -     -  
Transfer:  87.67
   633.0    35.8  5.525  259.3    5.1   4.32   4012.8  0.022T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 1; Groups 1-19; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.090
        M   2.00 Fb     0.160
 
  2   2 E  32.00 Ft     0.427
        M   8.00 Fb     0.106
 
  3   2 E  30.00 Ft     0.732
        M   6.00 Fb     0.080
 
  4   2 E  28.00 Ft     1.005
        M   4.00 Fb     0.082
 
  5   2 E  26.00 Ft     1.245
        M   2.00 Fb     0.112
 
  6   2 E   6.00 Ft     1.202
        M   6.00 Fb     0.386
 
  7   2 E   6.00 Ft     1.158
        M   6.00 Fb     0.661
 
  8   2 E   6.00 Ft     1.114
        M   6.00 Fb     0.936
 
  9   2 E   4.00 Ft     1.038
        M   4.00 Fb     1.238
 
 10   2 E   4.00 Ft     0.963
        M   4.00 Fb     1.541
 
 11   2 E   4.00 Ft     0.887
        M   4.00 Fb     1.843
 
 12   2 E   4.00 Ft     0.811
        M   4.00 Fb     2.146
 
 13   2 E   4.00 Ft     0.735
        M   4.00 Fb     2.448
 
 14   2 E   4.00 Ft     0.660
        M   4.00 Fb     2.750
 
 15   2 E   2.00 Ft     0.552
        M   2.00 Fb     3.080
 
 16   2 E   2.00 Ft     0.444
        M   2.00 Fb     3.410
 
 17   2 E   2.00 Ft     0.336
        M   2.00 Fb     3.740
 
 18   2 E   2.00 Ft     0.228
        M   2.00 Fb     4.070
 
 19   2 E   2.00 Ft     0.120
        M   2.00 Fb     4.401
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 91.33            Release Length, ft: 91.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  38
No. of strands, Draped:   8           No. of strands, Straight:  30
Concrete Strength, f'ci:   7.5  ksi        f'c:   8.5 ksi  f'ct   4.0 ksi
Initial losses:  9.44 %               Final losses: 12.91 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.401     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.120       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6538.21     6090.61     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.287     Midspan    1.800   0.248     Midspan
    Pre.Top:   5.100   3.333     Midspan    3.825   2.667     Midspan
    Pre.Bot:   5.100   3.373    Transfer    3.825   3.618    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.554   0.005     Bearing
    Pre.Bot:  -0.554  -0.544     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.400   1.931     Midspan
    Pre.Bot:                                                             3.400   1.564    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.084  1.80      9.151  2.20     11.184
Self Wt.       :      -1.851  1.85     -3.424  2.40     -4.442
Deck + Haunch  :                       -2.048  2.30     -4.710
DL-Prec. (DC)  :                       -0.416  3.00     -1.249
Diaphragm      :                       -0.011  3.00     -0.034
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.277  3.00     -0.830
DL-Comp. (DW)  :                       -0.153  3.00     -0.458
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-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   90.00
     DC  Line       0.087      0.00       0.087   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.333 ft
Release length = 91.333 ft
Design  length = 90.000 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)  : 0.706   (Calculated)    
Live Moment (1  lane  loaded)  : 0.492   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.219   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.975   (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           1315.8 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           279643 in4#
Ht. of c.g.           =        17.14 in             29.18 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 = 0.7798

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     8.47    17.60    26.73    35.87    45.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    639.8    668.2    662.3    668.2    668.2    668.2    668.2    668.2
  Yb      ,  in    17.03    16.67    16.74    16.61    16.53    16.46    16.42    16.42
  MI(Ixx) , in4   100532   102573   102131   103186   104218   105395   106037   106037
Composite: (At Final, using Ec =  5471.1 ksi )
  Area    , in2   1323.5   1350.5   1344.8   1350.5   1350.5   1350.5   1350.5   1350.5
  Yb      ,  in    29.06    28.65    28.73    28.62    28.58    28.55    28.53    28.53
  MI(Ixx) , in4   282814   294141   291735   295530   297717   300044   301261   301261

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.50 ksi           4.00 ksi
  Elasticity         =    5471.07 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.10 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.83 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           =       3.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.55 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  38 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 31.97 ft from member end )
END PATTERN (Ycg = 8.95 in):
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in     2 @ 26.000 in
     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.89 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    8.25 in2      Initial Pull          =     1616.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.472 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.340 ft
Holddown Force        =  21.249 kips     Beam Shrtng (PL/AE)   =      0.510 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)       
--------------------------------------------------------------------------------------
      3471.666         740 2569.032     14.839 60099.340   783.483     578.132        
 
 
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     11.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.9167     23.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      23.9167     35.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      35.1667     56.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      56.1667     67.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      67.4167     79.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00      79.4167     86.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      86.9167     87.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      87.5833     89.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      89.5833     89.9167     No
      2      US#6[M19]       60.00        0.88       4.00      89.9167     90.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00      90.2500     90.5833     No
      2      US#6[M19]       60.00        0.88       2.50      90.5833     90.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50      90.7917     91.0000     No
      2      US#6[M19]       60.00        0.88       2.50      91.0000     91.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      91.2083     91.3333     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 91.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 8.2460 in2       Ycg =  3.89 in
         P_init    =     1616.4 kips  Ecc = 13.25 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.51 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.410 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.83 ksi    0.00 ksi
    due to Composite Loads                                 -2.38 ksi    0.00 ksi
    due to Live Loads                                      -7.02 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.51 ksi  ( 9.44 %)             7.29 ksi ( 3.72 %)
Total Prestress Losses                                    25.80 ksi (13.16 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    67.3    53.5   227.1   419.2   556.5   638.8   666.2
(Max)       V      29.6    28.1    28.4    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0    12.5     9.9    42.2    77.8   103.3   118.6   123.6
DC(Max)     V       5.5     5.2     5.3     4.5     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5    74.3   315.4   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    39.4    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.5     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    30.3    24.1   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.8    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    13.3    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.3     7.0     7.0     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   182.5   145.1   611.9  1116.7  1460.2  1664.1  1716.1
            V     139.8   134.7   135.8   121.5   102.7    83.9    58.2    39.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   139.8   134.7   135.8   121.5   103.8    86.8    70.6    55.0
            M       0.0   187.7   149.5   611.9  1057.8  1344.4  1466.3  1434.8
Total     : M+      0.0   403.3   320.5  1357.2  2493.0  3287.8  3763.4  3907.6
            V     236.9   226.8   229.0   200.4   161.9   123.5    78.1    39.6
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   236.9   226.8   229.0   200.4   163.0   126.4    90.5    55.3
            M       0.0   408.5   325.0  1357.2  2434.1  3172.0  3565.7  3626.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   88.16   87.67   90.00
Self wt.  : M     638.8   556.5   419.2   227.1    53.5    67.3     0.0
(Max)       V       6.0    12.0    18.0    24.0    28.4    28.1    29.6
DL-Prec.  : M     118.6   103.3    77.8    42.2     9.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.5     5.3     5.2     5.5
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     887.1   772.8   582.2   315.4    74.3    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    39.4    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    24.1    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.8    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    13.3    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.3
LL + I    : M+   1664.1  1460.2  1116.7   611.9   145.1   182.5     0.0
            V      58.2    83.9   102.7   121.5   135.8   134.7   139.8
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    70.6    86.8   103.8   121.5   135.8   134.7   139.8
            M    1466.3  1344.4  1057.8   611.9   149.5   187.7    -0.0
Total     : M+   3763.4  3287.8  2493.0  1357.2   320.5   403.3     0.0
            V      78.1   123.5   161.9   200.4   229.0   226.8   236.9
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    90.5   126.4   163.0   200.4   229.0   226.8   236.9
            M    3565.7  3172.0  2434.1  1357.2   325.0   408.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.6             29.6
Deck+Haunch            41.1             41.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           36.7             36.7
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    67.3    53.5   227.1   419.2   556.5   638.8   666.2
(Max)       V      29.6    28.1    28.4    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0    12.5     9.9    42.2    77.8   103.3   118.6   123.6
DC(Max)     V       5.5     5.2     5.3     4.5     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5    74.3   315.4   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    39.4    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.5     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    30.3    24.1   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.8    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    13.3    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.3     7.0     7.0     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   146.0   116.0   489.5   893.3  1168.1  1331.2  1372.9
            V     111.8   107.8   108.6    97.2    82.1    67.1    46.5    31.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   111.8   107.8   108.6    97.2    83.0    69.5    56.5    44.0
            M       0.0   150.2   119.6   489.5   846.2  1075.5  1173.1  1147.8
Total     : M+      0.0   366.8   291.5  1234.9  2269.6  2995.8  3430.6  3564.4
            V     209.0   199.9   201.8   176.1   141.4   106.7    66.4    31.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   209.0   199.9   201.8   176.1   142.3   109.0    76.4    44.3
            M       0.0   371.0   295.1  1234.9  2222.5  2903.1  3272.4  3339.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   88.16   87.67   90.00
Self wt.  : M     638.8   556.5   419.2   227.1    53.5    67.3     0.0
(Max)       V       6.0    12.0    18.0    24.0    28.4    28.1    29.6
DL-Prec.  : M     118.6   103.3    77.8    42.2     9.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.5     5.3     5.2     5.5
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     887.1   772.8   582.2   315.4    74.3    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    39.4    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    24.1    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.8    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    13.3    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.3
LL + I    : M+   1331.2  1168.1   893.3   489.5   116.0   146.0     0.0
            V      46.5    67.1    82.1    97.2   108.6   107.8   111.8
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    56.5    69.5    83.0    97.2   108.6   107.8   111.8
            M    1173.1  1075.5   846.2   489.5   119.6   150.2    -0.0
Total     : M+   3430.6  2995.8  2269.6  1234.9   291.5   366.8     0.0
            V      66.4   106.7   141.4   176.1   201.8   199.9   209.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    76.4   109.0   142.3   176.1   201.8   199.9   209.0
            M    3272.4  2903.1  2222.5  1234.9   295.1   371.0    -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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    84.1    66.8   283.9   524.0   695.6   798.5   832.8
(Max)       V      37.0    35.1    35.5    30.0    22.5    15.0     7.5     0.0
Self wt.  : M       0.0    60.6    48.1   204.4   377.3   500.8   574.9   599.6
(Min)       V      26.6    25.3    25.6    21.6    16.2    10.8     5.4     0.0
DL-Prec.  : M       0.0    15.6    12.4    52.7    97.3   129.1   148.2   154.6
DC(Max)     V       6.9     6.5     6.6     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    11.2     8.9    37.9    70.0    92.9   106.7   111.3
DC(Min)     V       4.9     4.7     4.7     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   116.8    92.8   394.3   727.8   966.0  1108.9  1156.5
Haunch (Max)V      51.4    48.7    49.3    41.7    31.3    20.9    10.4     0.0
Deck +    : M       0.0    84.1    66.8   283.9   524.0   695.5   798.4   832.7
Haunch (Min)V      37.0    35.1    35.5    30.0    22.5    15.0     7.5     0.0
Diaphragm : M       0.0     0.7     0.6     2.6     5.5     8.4    11.2    14.1
(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     1.9     4.0     6.0     8.1    10.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.8    30.1   127.7   235.7   312.9   359.2   374.6
DC(Max)     V      16.7    15.8    16.0    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    27.2    21.7    92.0   169.7   225.3   258.6   269.7
DC(Min)     V      12.0    11.4    11.5     9.7     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    25.1    19.9    84.6   156.1   207.2   237.8   248.1
DW(Max)     V      11.0    10.5    10.6     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    10.9     8.6    36.6    67.6    89.8   103.1   107.5
DW(Min)     V       4.8     4.5     4.6     3.9     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   319.3   253.8  1070.8  1954.2  2555.3  2912.1  3003.3
            V     244.6   235.8   237.6   212.6   179.7   146.8   101.8    68.9
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   244.6   235.8   237.6   212.6   181.6   152.0   123.5    96.3
            M       0.0   328.5   261.7  1070.8  1851.1  2352.7  2566.1  2510.8
Total     : M+      0.0   599.5   476.5  2016.6  3700.5  4874.4  5575.9  5783.9
            V     367.9   352.7   355.9   312.7   254.9   197.0   127.0    69.2
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   367.9   352.7   355.9   312.7   256.8   202.2   148.8    96.6
            M       0.0   608.7   484.3  2016.6  3597.5  4671.8  5229.9  5291.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   88.16   87.67   90.00
Self wt.  : M     798.5   695.6   524.0   283.9    66.8    84.1     0.0
(Max)       V       7.5    15.0    22.5    30.0    35.5    35.1    37.0
Self wt.  : M     574.9   500.8   377.3   204.4    48.1    60.6     0.0
(Min)       V       5.4    10.8    16.2    21.6    25.6    25.3    26.6
DL-Prec.  : M     148.2   129.1    97.3    52.7    12.4    15.6     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.5     6.9
DL-Prec.  : M     106.7    92.9    70.0    37.9     8.9    11.2     0.0
DC(Min)     V       1.0     2.0     3.0     4.0     4.7     4.7     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1108.9   966.0   727.8   394.3    92.8   116.8     0.0
Haunch (Max)V      10.4    20.9    31.3    41.7    49.3    48.7    51.4
Deck +    : M     798.4   695.5   524.0   283.9    66.8    84.1     0.0
Haunch (Min)V       7.5    15.0    22.5    30.0    35.5    35.1    37.0
Diaphragm : M      11.2     8.4     5.5     2.6     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.1     6.0     4.0     1.9     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     359.2   312.9   235.7   127.7    30.1    37.8     0.0
DC(Max)     V       3.4     6.8    10.1    13.5    16.0    15.8    16.7
DL-Comp   : M     258.6   225.3   169.7    92.0    21.7    27.2     0.0
DC(Min)     V       2.4     4.9     7.3     9.7    11.5    11.4    12.0
DL-Comp   : M     237.8   207.2   156.1    84.6    19.9    25.1     0.0
DW(Max)     V       2.2     4.5     6.7     9.0    10.6    10.5    11.0
DL-Comp   : M     103.1    89.8    67.6    36.6     8.6    10.9     0.0
DW(Min)     V       1.0     1.9     2.9     3.9     4.6     4.5     4.8
LL + I    : M+   2912.1  2555.3  1954.2  1070.8   253.8   319.3     0.0
            V     101.8   146.8   179.7   212.6   237.6   235.8   244.6
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   123.5   152.0   181.6   212.6   237.6   235.8   244.6
            M    2566.1  2352.7  1851.1  1070.8   261.7   328.5    -0.0
Total     : M+   5575.9  4874.4  3700.5  2016.6   476.5   599.5     0.0
            V     127.0   197.0   254.9   312.7   355.9   352.7   367.9
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   148.8   202.2   256.8   312.7   355.9   352.7   367.9
            M    5229.9  4671.8  3597.5  2016.6   484.3   608.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.0             37.0
Deck+Haunch            51.4             51.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           55.1             55.1
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    67.3    53.5   227.1   419.2   556.5   638.8   666.2
(Max)       V      29.6    28.1    28.4    24.0    18.0    12.0     6.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.5     9.9    42.2    77.8   103.3   118.6   123.6
DC(Max)     V       5.5     5.2     5.3     4.5     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5    74.3   315.4   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    39.4    33.4    25.0    16.7     8.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     2.1     4.4     6.7     9.0    11.2
(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    30.3    24.1   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.8    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    16.7    13.3    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.3     7.0     7.0     6.0     4.5     3.0     1.5     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   127.2   101.2   420.9   749.5   975.7  1089.5  1073.1
            V     112.7   108.8   109.6    98.6    84.5    64.7    50.6    36.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.7   108.8   109.6    98.6    84.5    70.3    56.2    42.1
            M       0.0   127.2   101.2   420.9   749.5   948.0  1016.2   954.3
Total     : M+      0.0   348.0   276.6  1166.3  2125.8  2803.3  3188.8  3264.5
            V     209.9   200.9   202.8   177.5   143.7   104.3    70.5    36.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   209.9   200.9   202.8   177.5   143.7   109.9    76.1    42.3
            M       0.0   348.0   276.6  1166.3  2125.8  2775.6  3115.6  3145.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   88.16   87.67   90.00
Self wt.  : M     638.8   556.5   419.2   227.1    53.5    67.3     0.0
(Max)       V       6.0    12.0    18.0    24.0    28.4    28.1    29.6
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     118.6   103.3    77.8    42.2     9.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.5     5.3     5.2     5.5
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     887.1   772.8   582.2   315.4    74.3    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    39.4    39.0    41.1
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       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    24.1    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.8    12.6    13.3
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     158.6   138.1   104.1    56.4    13.3    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1089.5   975.7   749.5   420.9   101.2   127.2     0.0
            V      50.6    64.7    84.5    98.6   109.6   108.8   112.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.2    70.3    84.5    98.6   109.6   108.8   112.7
            M    1016.2   948.0   749.5   420.9   101.2   127.2     0.0
Total     : M+   3188.8  2803.3  2125.8  1166.3   276.6   348.0     0.0
            V      70.5   104.3   143.7   177.5   202.8   200.9   209.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    76.1   109.9   143.7   177.5   202.8   200.9   209.9
            M    3115.6  2775.6  2125.8  1166.3   276.6   348.0     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67   31.97
 
Beam-Self
Precast-top    0.197   0.557   0.984   1.283   1.460   1.521   1.386 
Bottom        -0.170  -0.477  -0.836  -1.080  -1.224  -1.275  -1.164 
 
Prestress
Precast-top   -0.077  -0.348  -0.743  -1.130  -1.319  -1.319  -1.319 
Bottom         4.571   4.790   5.105   5.407   5.552   5.552   5.552 
 
Total
Precast-top    0.120   0.209   0.241   0.153   0.141   0.202   0.067 
Bottom         4.401   4.312   4.269   4.327   4.329   4.278   4.388 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.50 %)
             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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top    0.005  -0.068  -0.041  -0.304  -0.650  -0.988  -1.154  -1.154
Bottom         0.927   3.999   3.377   4.191   4.467   4.731   4.858   4.858
 
Self wt.
Precast-top   -0.000   0.152   0.121   0.512   0.940   1.238   1.416   1.477
Bottom        -0.000  -0.131  -0.105  -0.439  -0.798  -1.043  -1.187  -1.238
 
DL-Prec (DC)
Precast-top   -0.000   0.028   0.022   0.095   0.174   0.230   0.263   0.274
Bottom        -0.000  -0.024  -0.020  -0.081  -0.148  -0.193  -0.220  -0.230
 
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   0.005   0.010   0.015   0.020   0.025
Bottom        -0.000  -0.001  -0.001  -0.004  -0.008  -0.013  -0.017  -0.021
 
Deck + Haunch
Precast-top   -0.000   0.211   0.168   0.711   1.305   1.720   1.966   2.051
Bottom        -0.000  -0.182  -0.146  -0.609  -1.108  -1.448  -1.648  -1.719
 
DL-Comp (DC)
Topping-top   -0.000   0.015   0.012   0.051   0.093   0.123   0.140   0.146
Precast-top   -0.000   0.009   0.007   0.031   0.056   0.075   0.086   0.089
Bottom        -0.000  -0.035  -0.028  -0.119  -0.217  -0.286  -0.327  -0.341
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.007   0.028   0.051   0.068   0.077   0.081
Precast-top   -0.000   0.005   0.004   0.017   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.020  -0.016  -0.066  -0.120  -0.158  -0.180  -0.188
 
LL+I(+)
Topping-top   -0.000   0.091   0.072   0.303   0.550   0.715   0.813   0.838
Precast-top   -0.000   0.055   0.043   0.183   0.334   0.435   0.495   0.511
Bottom        -0.000  -0.213  -0.171  -0.711  -1.287  -1.667  -1.891  -1.950
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.114   0.091   0.381   0.694   0.905   1.030   1.065 
Precast-top    0.005   0.394   0.326   1.250   2.200   2.765   3.138   3.321 
Bottom         0.927   3.392   2.889   2.162   0.780  -0.076  -0.611  -0.828 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.023   0.019   0.078   0.144   0.190   0.218   0.227 
Precast-top    0.005   0.340   0.283   1.066   1.866   2.330   2.643   2.810 
Bottom         0.927   3.605   3.061   2.873   2.066   1.591   1.280   1.122 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67   31.97
 
Beam-Self
Precast-top    0.197   0.557   0.984   1.283   1.460   1.521   1.386 
Bottom        -0.170  -0.477  -0.836  -1.080  -1.224  -1.275  -1.164 
 
Prestress
Precast-top   -0.077  -0.348  -0.743  -1.130  -1.319  -1.319  -1.319 
Bottom         4.571   4.790   5.105   5.407   5.552   5.552   5.552 
 
Total
Precast-top    0.120   0.209   0.241   0.153   0.141   0.202   0.067 
Bottom         4.401   4.312   4.269   4.327   4.329   4.278   4.388 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.50 %)
             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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top    0.005  -0.068  -0.041  -0.304  -0.650  -0.988  -1.154  -1.154
Bottom         0.927   3.999   3.377   4.191   4.467   4.731   4.858   4.858
 
Self wt.
Precast-top   -0.000   0.152   0.121   0.512   0.940   1.238   1.416   1.477
Bottom        -0.000  -0.131  -0.105  -0.439  -0.798  -1.043  -1.187  -1.238
 
DL-Prec (DC)
Precast-top   -0.000   0.028   0.022   0.095   0.174   0.230   0.263   0.274
Bottom        -0.000  -0.024  -0.020  -0.081  -0.148  -0.193  -0.220  -0.230
 
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   0.005   0.010   0.015   0.020   0.025
Bottom        -0.000  -0.001  -0.001  -0.004  -0.008  -0.013  -0.017  -0.021
 
Deck + Haunch
Precast-top   -0.000   0.211   0.168   0.711   1.305   1.720   1.966   2.051
Bottom        -0.000  -0.182  -0.146  -0.609  -1.108  -1.448  -1.648  -1.719
 
DL-Comp (DC)
Topping-top   -0.000   0.015   0.012   0.051   0.093   0.123   0.140   0.146
Precast-top   -0.000   0.009   0.007   0.031   0.056   0.075   0.086   0.089
Bottom        -0.000  -0.035  -0.028  -0.119  -0.217  -0.286  -0.327  -0.341
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.007   0.028   0.051   0.068   0.077   0.081
Precast-top   -0.000   0.005   0.004   0.017   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.020  -0.016  -0.066  -0.120  -0.158  -0.180  -0.188
 
LL+I(+)
Topping-top   -0.000   0.072   0.058   0.242   0.440   0.572   0.650   0.670
Precast-top   -0.000   0.044   0.035   0.147   0.267   0.348   0.396   0.409
Bottom        -0.000  -0.171  -0.137  -0.569  -1.029  -1.334  -1.513  -1.560
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.096   0.076   0.321   0.584   0.762   0.868   0.898 
Precast-top    0.005   0.384   0.317   1.213   2.133   2.678   3.039   3.219 
Bottom         0.927   3.435   2.924   2.304   1.037   0.257  -0.233  -0.438 
 

 
 
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    8.47   17.60   26.73   35.87   45.00
F_LL+I(+)
Topping-top   -0.000   0.063   0.050   0.208   0.369   0.478   0.532   0.524
Precast-top   -0.000   0.038   0.030   0.126   0.224   0.291   0.324   0.319
Bottom        -0.000  -0.149  -0.120  -0.489  -0.864  -1.114  -1.238  -1.219
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.075   0.060   0.248   0.441   0.573   0.641   0.638 
Precast-top    0.003   0.208   0.171   0.659   1.157   1.456   1.646   1.725 
Bottom         0.464   1.654   1.411   0.947   0.170  -0.319  -0.598  -0.658 
 

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
    367.9    6.5   40.6    0.963   4.1   6.00e-3 50.0    383.6     2.273    4.224      0.00
      0.0    0.9   40.2     42.0 0.182      21.0 0.87    12.00     0.120    1.369 
Transfer:   3.00
    352.7    6.5   40.6    4.334  18.6  -0.04e-3 28.9    258.3     0.735    1.760      0.00
    608.7    3.8   38.8    189.0 0.174     114.9 4.95    12.00     0.120    1.414 
Critical:   3.89
    346.7    6.5   40.6    4.571  18.6  -0.06e-3 28.8    250.6     0.713    1.320      0.00
    810.7    4.0   38.7    189.0 0.172     116.0 5.01    12.00     0.120    1.434 
0.1L    :   9.13
    312.7    6.5   38.7    6.697  18.6  -0.08e-3 28.7    218.3     0.662    0.827      0.00
   2016.6    5.1   36.1    189.0 0.165     110.6 5.11    12.00     0.120    1.156 
0.2L    :  18.27
    256.8    6.5   38.2    8.246  18.6  -0.03e-3 28.9    163.0     0.509    0.620      0.00
   3597.5    5.6   35.4    189.0 0.136     103.8 4.90    12.00     0.120    1.125 
0.3L    :  27.40
    202.2    6.5   39.6    8.246  18.6   0.63e-3 31.2    134.1     0.441    0.496      0.00
   4671.8    5.6   36.8    189.0 0.101      72.0 3.26    24.00     0.120    1.074 
0.4L    :  36.53
    148.8    6.5   40.4    8.246   0.0   1.12e-3 32.9    106.5     0.367    0.413      0.00
   5229.9    5.6   37.5    189.0 0.080      58.8 2.61    24.00     0.120    1.081 
0.5L    :  45.67
     96.6    6.5   40.4    8.246   0.0   0.98e-3 32.4     45.1     0.153    0.413      0.00
   5291.5    5.6   37.5    189.0 0.052      62.3 2.77    24.00     0.120    1.718 
0.6L    :  54.80
    148.8    6.5   40.4    8.246   0.0   1.12e-3 32.9    106.5     0.367    0.413      0.00
   5229.9    5.6   37.5    189.0 0.080      58.8 2.61    24.00     0.120    1.081 
0.7L    :  63.93
    202.2    6.5   39.6    8.246  18.6   0.63e-3 31.2    134.1     0.441    0.496      0.00
   4671.8    5.6   36.8    189.0 0.101      72.0 3.26    24.00     0.120    1.074 
0.8L    :  73.07
    256.8    6.5   38.2    8.246  18.6  -0.03e-3 28.9    163.0     0.509    0.620      0.00
   3597.5    5.6   35.4    189.0 0.136     103.8 4.90    12.00     0.120    1.125 
0.9L    :  82.20
    312.7    6.5   38.7    6.697  18.6  -0.08e-3 28.7    218.3     0.662    0.827      0.00
   2016.6    5.1   36.1    189.0 0.165     110.6 5.11    12.00     0.120    1.156 
Critical:  87.45
    346.7    6.5   40.6    4.571  18.6  -0.06e-3 28.8    250.6     0.713    1.320      0.00
    810.7    4.0   38.7    189.0 0.172     116.0 5.01    12.00     0.120    1.434 
Transfer:  88.33
    352.7    6.5   40.6    4.334  18.6  -0.04e-3 28.9    258.3     0.735    1.760      0.00
    608.7    3.8   38.8    189.0 0.174     114.9 4.95    12.00     0.120    1.414 
Bearing :  90.67
    367.9    6.5   40.6    0.963   4.1   6.00e-3 50.0    383.6     2.273    4.224      0.00
      0.0    0.9   40.2     42.0 0.182      21.0 0.87    12.00     0.120    1.369 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1616.38
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    3.23
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    367.9     10.16     40.65    0.87       40.22    24.00      0.300      2.638      0.353      4.224 
Transfer:      2.33
    352.7     10.11     40.65    3.79       38.75    24.00      0.300      2.621      0.342      1.760 
Critical:      3.22
    346.9      9.97     40.65    3.99       38.66    24.00      0.300      2.574      0.314      1.320 
0.1L    :      8.47
    312.7      9.61     38.70    5.11       36.15    24.00      0.300      2.454      0.243      0.827 
0.2L    :     17.60
    256.8      8.06     38.19    5.61       35.38    24.00      0.300      1.938      0.000      0.620 
0.3L    :     26.73
    202.2      6.10     39.63    5.62       36.82    24.00      0.300      1.284      0.000      0.496 
0.4L    :     35.87
    148.8      4.40     40.36    5.63       37.54    24.00      0.300      0.718      0.000      0.413 
0.5L    :     45.00
     96.6      2.86     40.36    5.63       37.54    24.00      0.300      0.204      0.000      0.413 
0.6L    :     54.13
    148.8      4.40     40.36    5.63       37.54    24.00      0.300      0.718      0.000      0.413 
0.7L    :     63.27
    202.2      6.10     39.63    5.62       36.82    24.00      0.300      1.284      0.000      0.496 
0.8L    :     72.40
    256.8      8.06     38.19    5.61       35.38    24.00      0.300      1.938      0.000      0.620 
0.9L    :     81.53
    312.7      9.61     38.70    5.11       36.15    24.00      0.300      2.454      0.243      0.827 
Critical:     86.78
    346.9      9.97     40.65    3.99       38.66    24.00      0.300      2.574      0.314      1.320 
Transfer:     87.67
    352.7     10.11     40.65    3.79       38.75    24.00      0.300      2.621      0.342      1.760 
Bearing :     90.00
    367.9     10.16     40.65    0.87       40.22    24.00      0.300      2.638      0.353      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.47 ft
Prestress      :       1.804  1.80      3.248  2.20      3.969
Self Wt.       :      -0.597  1.85     -1.105  2.40     -1.433
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          :       1.207            2.143            2.537
 
At 0.2 x L = 17.60 ft
Prestress      :       3.236  1.80      5.825  2.20      7.119
Self Wt.       :      -1.118  1.85     -2.069  2.40     -2.684
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          :       2.118            3.756            4.435
 
At 0.3 x L = 26.73 ft
Prestress      :       4.251  1.80      7.653  2.20      9.353
Self Wt.       :      -1.514  1.85     -2.801  2.40     -3.634
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          :       2.737            4.852            5.720
 
At 0.4 x L = 35.87 ft
Prestress      :       4.865  1.80      8.758  2.20     10.704
Self Wt.       :      -1.763  1.85     -3.261  2.40     -4.230
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.103            5.497            6.474
 
At 0.5 x L = 45.00 ft
Prestress      :       5.084  1.80      9.151  2.20     11.184
Self Wt.       :      -1.851  1.85     -3.424  2.40     -4.442
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.233            5.727            6.742
 
At 0.6 x L = 54.13 ft
Prestress      :       4.865  1.80      8.758  2.20     10.704
Self Wt.       :      -1.763  1.85     -3.261  2.40     -4.230
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.103            5.497            6.474
 
At 0.7 x L = 63.27 ft
Prestress      :       4.251  1.80      7.653  2.20      9.353
Self Wt.       :      -1.514  1.85     -2.801  2.40     -3.634
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          :       2.737            4.852            5.720
 
At 0.8 x L = 72.40 ft
Prestress      :       3.236  1.80      5.825  2.20      7.119
Self Wt.       :      -1.118  1.85     -2.069  2.40     -2.684
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          :       2.118            3.756            4.435
 
At 0.9 x L = 81.53 ft
Prestress      :       1.804  1.80      3.248  2.20      3.969
Self Wt.       :      -0.597  1.85     -1.105  2.40     -1.433
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          :       1.207            2.143            2.537
 

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
   599.5    35.8  5.490  260.6    4.5   3.79   4039.3  0.025T 1.00       -       -     -     -  
H/2     :   1.84
   476.5    35.7  4.594  262.1    3.8   3.19   3421.6  0.031T 1.00       -       -     -     -  
0.1L    :   8.47
  2016.6    36.7  7.485  257.6    6.0   5.11   5494.7  0.018T 1.00       -       -     -     -  
0.2L    :  17.60
  3700.5    38.2  8.246  256.9    6.6   5.61   6246.9  0.016T 1.00   4529.3  4529.3    1.38    -  
0.3L    :  26.73
  4874.4    39.6  8.246  257.4    6.6   5.62   6512.4  0.016T 1.00   4615.9  4615.9    1.41    -  
0.4L    :  35.87
  5575.9    40.4  8.246  257.6    6.6   5.63   6645.2  0.016T 1.00   4638.1  4638.1    1.43    -  
0.5L    :  45.00
  5783.9    40.4  8.246  257.6    6.6   5.63   6645.2  0.016T 1.00   4591.8  4591.8    1.45    -  
0.6L    :  54.13
  5575.9    40.4  8.246  257.6    6.6   5.63   6645.2  0.016T 1.00   4638.1  4638.1    1.43    -  
0.7L    :  63.27
  4874.4    39.6  8.246  257.4    6.6   5.62   6512.4  0.016T 1.00   4615.9  4615.9    1.41    -  
0.8L    :  72.40
  3700.5    38.2  8.246  256.9    6.6   5.61   6246.9  0.016T 1.00   4529.3  4529.3    1.38    -  
0.9L    :  81.53
  2016.6    36.7  7.485  257.6    6.0   5.11   5494.7  0.018T 1.00       -       -     -     -  
H/2     :  88.16
   476.5    35.7  4.594  262.1    3.8   3.19   3421.6  0.031T 1.00       -       -     -     -  
Transfer:  87.67
   599.5    35.8  5.490  260.6    4.5   3.79   4039.3  0.025T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 2; Groups 1-19; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.090
        M   2.00 Fb     0.160
 
  2   2 E  32.00 Ft     0.427
        M   8.00 Fb     0.106
 
  3   2 E  30.00 Ft     0.732
        M   6.00 Fb     0.080
 
  4   2 E  28.00 Ft     1.005
        M   4.00 Fb     0.082
 
  5   2 E  26.00 Ft     1.245
        M   2.00 Fb     0.112
 
  6   2 E   6.00 Ft     1.202
        M   6.00 Fb     0.386
 
  7   2 E   6.00 Ft     1.158
        M   6.00 Fb     0.661
 
  8   2 E   6.00 Ft     1.114
        M   6.00 Fb     0.936
 
  9   2 E   4.00 Ft     1.038
        M   4.00 Fb     1.238
 
 10   2 E   4.00 Ft     0.963
        M   4.00 Fb     1.541
 
 11   2 E   4.00 Ft     0.887
        M   4.00 Fb     1.843
 
 12   2 E   4.00 Ft     0.811
        M   4.00 Fb     2.146
 
 13   2 E   4.00 Ft     0.735
        M   4.00 Fb     2.448
 
 14   2 E   4.00 Ft     0.660
        M   4.00 Fb     2.750
 
 15   2 E   2.00 Ft     0.552
        M   2.00 Fb     3.080
 
 16   2 E   2.00 Ft     0.444
        M   2.00 Fb     3.410
 
 17   2 E   2.00 Ft     0.336
        M   2.00 Fb     3.740
 
 18   2 E   2.00 Ft     0.228
        M   2.00 Fb     4.070
 
 19   2 E   2.00 Ft     0.120
        M   2.00 Fb     4.401
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 91.33            Release Length, ft: 91.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  38
No. of strands, Draped:   8           No. of strands, Straight:  30
Concrete Strength, f'ci:   7.5  ksi        f'c:   8.5 ksi  f'ct   4.0 ksi
Initial losses:  9.44 %               Final losses: 13.16 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.401     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.120       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6645.19     5783.90     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   1.065     Midspan    1.800   0.227     Midspan
    Pre.Top:   5.100   3.321     Midspan    3.825   2.810     Midspan
    Pre.Bot:   5.100   3.392    Transfer    3.825   3.605    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.554   0.005     Bearing
    Pre.Bot:  -0.554  -0.438     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.400   1.725     Midspan
    Pre.Bot:                                                             3.400   1.654    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.084  1.80      9.151  2.20     11.184
Self Wt.       :      -1.851  1.85     -3.424  2.40     -4.442
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       3.233            5.727            6.742
 
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   90.00
     DC  Line       0.087      0.00       0.087   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.333 ft
Release length = 91.333 ft
Design  length = 90.000 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)  : 0.706   (Calculated)    
Live Moment (1  lane  loaded)  : 0.492   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.219   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.975   (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           1315.8 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           279643 in4#
Ht. of c.g.           =        17.14 in             29.18 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 = 0.7798

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     8.47    17.60    26.73    35.87    45.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    639.8    668.2    662.3    668.2    668.2    668.2    668.2    668.2
  Yb      ,  in    17.03    16.67    16.74    16.61    16.53    16.46    16.42    16.42
  MI(Ixx) , in4   100532   102573   102131   103186   104218   105395   106037   106037
Composite: (At Final, using Ec =  5471.1 ksi )
  Area    , in2   1323.5   1350.5   1344.8   1350.5   1350.5   1350.5   1350.5   1350.5
  Yb      ,  in    29.06    28.65    28.73    28.62    28.58    28.55    28.53    28.53
  MI(Ixx) , in4   282814   294141   291735   295530   297717   300044   301261   301261

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.50 ksi           4.00 ksi
  Elasticity         =    5471.07 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.10 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.83 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           =       3.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.55 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  38 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 31.97 ft from member end )
END PATTERN (Ycg = 8.95 in):
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in     2 @ 26.000 in
     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.89 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    8.25 in2      Initial Pull          =     1616.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.472 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.340 ft
Holddown Force        =  21.249 kips     Beam Shrtng (PL/AE)   =      0.510 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)       
--------------------------------------------------------------------------------------
      3471.666         740 2569.032     14.839 60099.340   783.483     578.132        
 
 
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     11.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.9167     23.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      23.9167     35.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      35.1667     56.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      56.1667     67.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      67.4167     79.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00      79.4167     86.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      86.9167     87.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      87.5833     89.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      89.5833     89.9167     No
      2      US#6[M19]       60.00        0.88       4.00      89.9167     90.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00      90.2500     90.5833     No
      2      US#6[M19]       60.00        0.88       2.50      90.5833     90.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50      90.7917     91.0000     No
      2      US#6[M19]       60.00        0.88       2.50      91.0000     91.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      91.2083     91.3333     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 91.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 8.2460 in2       Ycg =  3.89 in
         P_init    =     1616.4 kips  Ecc = 13.25 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.51 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.410 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.83 ksi    0.00 ksi
    due to Composite Loads                                 -2.38 ksi    0.00 ksi
    due to Live Loads                                      -7.02 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.51 ksi  ( 9.44 %)             7.29 ksi ( 3.72 %)
Total Prestress Losses                                    25.80 ksi (13.16 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    67.3    53.5   227.1   419.2   556.5   638.8   666.2
(Max)       V      29.6    28.1    28.4    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0    12.5     9.9    42.2    77.8   103.3   118.6   123.6
DC(Max)     V       5.5     5.2     5.3     4.5     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5    74.3   315.4   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    39.4    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.5     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    30.3    24.1   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.8    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    13.3    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.3     7.0     7.0     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   182.5   145.1   611.9  1116.7  1460.2  1664.1  1716.1
            V     139.8   134.7   135.8   121.5   102.7    83.9    58.2    39.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   139.8   134.7   135.8   121.5   103.8    86.8    70.6    55.0
            M       0.0   187.7   149.5   611.9  1057.8  1344.4  1466.3  1434.8
Total     : M+      0.0   403.3   320.5  1357.2  2493.0  3287.8  3763.4  3907.6
            V     236.9   226.8   229.0   200.4   161.9   123.5    78.1    39.6
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   236.9   226.8   229.0   200.4   163.0   126.4    90.5    55.3
            M       0.0   408.5   325.0  1357.2  2434.1  3172.0  3565.7  3626.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   88.16   87.67   90.00
Self wt.  : M     638.8   556.5   419.2   227.1    53.5    67.3     0.0
(Max)       V       6.0    12.0    18.0    24.0    28.4    28.1    29.6
DL-Prec.  : M     118.6   103.3    77.8    42.2     9.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.5     5.3     5.2     5.5
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     887.1   772.8   582.2   315.4    74.3    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    39.4    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    24.1    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.8    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    13.3    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.3
LL + I    : M+   1664.1  1460.2  1116.7   611.9   145.1   182.5     0.0
            V      58.2    83.9   102.7   121.5   135.8   134.7   139.8
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    70.6    86.8   103.8   121.5   135.8   134.7   139.8
            M    1466.3  1344.4  1057.8   611.9   149.5   187.7    -0.0
Total     : M+   3763.4  3287.8  2493.0  1357.2   320.5   403.3     0.0
            V      78.1   123.5   161.9   200.4   229.0   226.8   236.9
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    90.5   126.4   163.0   200.4   229.0   226.8   236.9
            M    3565.7  3172.0  2434.1  1357.2   325.0   408.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.6             29.6
Deck+Haunch            41.1             41.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           36.7             36.7
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    67.3    53.5   227.1   419.2   556.5   638.8   666.2
(Max)       V      29.6    28.1    28.4    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0    12.5     9.9    42.2    77.8   103.3   118.6   123.6
DC(Max)     V       5.5     5.2     5.3     4.5     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5    74.3   315.4   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    39.4    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.5     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    30.3    24.1   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.8    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    13.3    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.3     7.0     7.0     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   146.0   116.0   489.5   893.3  1168.1  1331.2  1372.9
            V     111.8   107.8   108.6    97.2    82.1    67.1    46.5    31.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   111.8   107.8   108.6    97.2    83.0    69.5    56.5    44.0
            M       0.0   150.2   119.6   489.5   846.2  1075.5  1173.1  1147.8
Total     : M+      0.0   366.8   291.5  1234.9  2269.6  2995.8  3430.6  3564.4
            V     209.0   199.9   201.8   176.1   141.4   106.7    66.4    31.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   209.0   199.9   201.8   176.1   142.3   109.0    76.4    44.3
            M       0.0   371.0   295.1  1234.9  2222.5  2903.1  3272.4  3339.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   88.16   87.67   90.00
Self wt.  : M     638.8   556.5   419.2   227.1    53.5    67.3     0.0
(Max)       V       6.0    12.0    18.0    24.0    28.4    28.1    29.6
DL-Prec.  : M     118.6   103.3    77.8    42.2     9.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.5     5.3     5.2     5.5
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     887.1   772.8   582.2   315.4    74.3    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    39.4    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    24.1    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.8    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    13.3    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.3
LL + I    : M+   1331.2  1168.1   893.3   489.5   116.0   146.0     0.0
            V      46.5    67.1    82.1    97.2   108.6   107.8   111.8
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    56.5    69.5    83.0    97.2   108.6   107.8   111.8
            M    1173.1  1075.5   846.2   489.5   119.6   150.2    -0.0
Total     : M+   3430.6  2995.8  2269.6  1234.9   291.5   366.8     0.0
            V      66.4   106.7   141.4   176.1   201.8   199.9   209.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    76.4   109.0   142.3   176.1   201.8   199.9   209.0
            M    3272.4  2903.1  2222.5  1234.9   295.1   371.0    -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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    84.1    66.8   283.9   524.0   695.6   798.5   832.8
(Max)       V      37.0    35.1    35.5    30.0    22.5    15.0     7.5     0.0
Self wt.  : M       0.0    60.6    48.1   204.4   377.3   500.8   574.9   599.6
(Min)       V      26.6    25.3    25.6    21.6    16.2    10.8     5.4     0.0
DL-Prec.  : M       0.0    15.6    12.4    52.7    97.3   129.1   148.2   154.6
DC(Max)     V       6.9     6.5     6.6     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    11.2     8.9    37.9    70.0    92.9   106.7   111.3
DC(Min)     V       4.9     4.7     4.7     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   116.8    92.8   394.3   727.8   966.0  1108.9  1156.5
Haunch (Max)V      51.4    48.7    49.3    41.7    31.3    20.9    10.4     0.0
Deck +    : M       0.0    84.1    66.8   283.9   524.0   695.5   798.4   832.7
Haunch (Min)V      37.0    35.1    35.5    30.0    22.5    15.0     7.5     0.0
Diaphragm : M       0.0     0.7     0.6     2.6     5.5     8.4    11.2    14.1
(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     1.9     4.0     6.0     8.1    10.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.8    30.1   127.7   235.7   312.9   359.2   374.6
DC(Max)     V      16.7    15.8    16.0    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    27.2    21.7    92.0   169.7   225.3   258.6   269.7
DC(Min)     V      12.0    11.4    11.5     9.7     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    25.1    19.9    84.6   156.1   207.2   237.8   248.1
DW(Max)     V      11.0    10.5    10.6     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    10.9     8.6    36.6    67.6    89.8   103.1   107.5
DW(Min)     V       4.8     4.5     4.6     3.9     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   319.3   253.8  1070.8  1954.2  2555.3  2912.1  3003.3
            V     244.6   235.8   237.6   212.6   179.7   146.8   101.8    68.9
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   244.6   235.8   237.6   212.6   181.6   152.0   123.5    96.3
            M       0.0   328.5   261.7  1070.8  1851.1  2352.7  2566.1  2510.8
Total     : M+      0.0   599.5   476.5  2016.6  3700.5  4874.4  5575.9  5783.9
            V     367.9   352.7   355.9   312.7   254.9   197.0   127.0    69.2
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   367.9   352.7   355.9   312.7   256.8   202.2   148.8    96.6
            M       0.0   608.7   484.3  2016.6  3597.5  4671.8  5229.9  5291.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   88.16   87.67   90.00
Self wt.  : M     798.5   695.6   524.0   283.9    66.8    84.1     0.0
(Max)       V       7.5    15.0    22.5    30.0    35.5    35.1    37.0
Self wt.  : M     574.9   500.8   377.3   204.4    48.1    60.6     0.0
(Min)       V       5.4    10.8    16.2    21.6    25.6    25.3    26.6
DL-Prec.  : M     148.2   129.1    97.3    52.7    12.4    15.6     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.5     6.9
DL-Prec.  : M     106.7    92.9    70.0    37.9     8.9    11.2     0.0
DC(Min)     V       1.0     2.0     3.0     4.0     4.7     4.7     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1108.9   966.0   727.8   394.3    92.8   116.8     0.0
Haunch (Max)V      10.4    20.9    31.3    41.7    49.3    48.7    51.4
Deck +    : M     798.4   695.5   524.0   283.9    66.8    84.1     0.0
Haunch (Min)V       7.5    15.0    22.5    30.0    35.5    35.1    37.0
Diaphragm : M      11.2     8.4     5.5     2.6     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.1     6.0     4.0     1.9     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     359.2   312.9   235.7   127.7    30.1    37.8     0.0
DC(Max)     V       3.4     6.8    10.1    13.5    16.0    15.8    16.7
DL-Comp   : M     258.6   225.3   169.7    92.0    21.7    27.2     0.0
DC(Min)     V       2.4     4.9     7.3     9.7    11.5    11.4    12.0
DL-Comp   : M     237.8   207.2   156.1    84.6    19.9    25.1     0.0
DW(Max)     V       2.2     4.5     6.7     9.0    10.6    10.5    11.0
DL-Comp   : M     103.1    89.8    67.6    36.6     8.6    10.9     0.0
DW(Min)     V       1.0     1.9     2.9     3.9     4.6     4.5     4.8
LL + I    : M+   2912.1  2555.3  1954.2  1070.8   253.8   319.3     0.0
            V     101.8   146.8   179.7   212.6   237.6   235.8   244.6
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   123.5   152.0   181.6   212.6   237.6   235.8   244.6
            M    2566.1  2352.7  1851.1  1070.8   261.7   328.5    -0.0
Total     : M+   5575.9  4874.4  3700.5  2016.6   476.5   599.5     0.0
            V     127.0   197.0   254.9   312.7   355.9   352.7   367.9
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   148.8   202.2   256.8   312.7   355.9   352.7   367.9
            M    5229.9  4671.8  3597.5  2016.6   484.3   608.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.0             37.0
Deck+Haunch            51.4             51.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           55.1             55.1
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    67.3    53.5   227.1   419.2   556.5   638.8   666.2
(Max)       V      29.6    28.1    28.4    24.0    18.0    12.0     6.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.5     9.9    42.2    77.8   103.3   118.6   123.6
DC(Max)     V       5.5     5.2     5.3     4.5     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5    74.3   315.4   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    39.4    33.4    25.0    16.7     8.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     2.1     4.4     6.7     9.0    11.2
(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    30.3    24.1   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.8    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    16.7    13.3    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.3     7.0     7.0     6.0     4.5     3.0     1.5     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   127.2   101.2   420.9   749.5   975.7  1089.5  1073.1
            V     112.7   108.8   109.6    98.6    84.5    64.7    50.6    36.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.7   108.8   109.6    98.6    84.5    70.3    56.2    42.1
            M       0.0   127.2   101.2   420.9   749.5   948.0  1016.2   954.3
Total     : M+      0.0   348.0   276.6  1166.3  2125.8  2803.3  3188.8  3264.5
            V     209.9   200.9   202.8   177.5   143.7   104.3    70.5    36.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   209.9   200.9   202.8   177.5   143.7   109.9    76.1    42.3
            M       0.0   348.0   276.6  1166.3  2125.8  2775.6  3115.6  3145.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   88.16   87.67   90.00
Self wt.  : M     638.8   556.5   419.2   227.1    53.5    67.3     0.0
(Max)       V       6.0    12.0    18.0    24.0    28.4    28.1    29.6
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     118.6   103.3    77.8    42.2     9.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.5     5.3     5.2     5.5
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     887.1   772.8   582.2   315.4    74.3    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    39.4    39.0    41.1
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       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    24.1    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.8    12.6    13.3
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     158.6   138.1   104.1    56.4    13.3    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1089.5   975.7   749.5   420.9   101.2   127.2     0.0
            V      50.6    64.7    84.5    98.6   109.6   108.8   112.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.2    70.3    84.5    98.6   109.6   108.8   112.7
            M    1016.2   948.0   749.5   420.9   101.2   127.2     0.0
Total     : M+   3188.8  2803.3  2125.8  1166.3   276.6   348.0     0.0
            V      70.5   104.3   143.7   177.5   202.8   200.9   209.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    76.1   109.9   143.7   177.5   202.8   200.9   209.9
            M    3115.6  2775.6  2125.8  1166.3   276.6   348.0     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67   31.97
 
Beam-Self
Precast-top    0.197   0.557   0.984   1.283   1.460   1.521   1.386 
Bottom        -0.170  -0.477  -0.836  -1.080  -1.224  -1.275  -1.164 
 
Prestress
Precast-top   -0.077  -0.348  -0.743  -1.130  -1.319  -1.319  -1.319 
Bottom         4.571   4.790   5.105   5.407   5.552   5.552   5.552 
 
Total
Precast-top    0.120   0.209   0.241   0.153   0.141   0.202   0.067 
Bottom         4.401   4.312   4.269   4.327   4.329   4.278   4.388 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.50 %)
             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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top    0.005  -0.068  -0.041  -0.304  -0.650  -0.988  -1.154  -1.154
Bottom         0.927   3.999   3.377   4.191   4.467   4.731   4.858   4.858
 
Self wt.
Precast-top   -0.000   0.152   0.121   0.512   0.940   1.238   1.416   1.477
Bottom        -0.000  -0.131  -0.105  -0.439  -0.798  -1.043  -1.187  -1.238
 
DL-Prec (DC)
Precast-top   -0.000   0.028   0.022   0.095   0.174   0.230   0.263   0.274
Bottom        -0.000  -0.024  -0.020  -0.081  -0.148  -0.193  -0.220  -0.230
 
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   0.005   0.010   0.015   0.020   0.025
Bottom        -0.000  -0.001  -0.001  -0.004  -0.008  -0.013  -0.017  -0.021
 
Deck + Haunch
Precast-top   -0.000   0.211   0.168   0.711   1.305   1.720   1.966   2.051
Bottom        -0.000  -0.182  -0.146  -0.609  -1.108  -1.448  -1.648  -1.719
 
DL-Comp (DC)
Topping-top   -0.000   0.015   0.012   0.051   0.093   0.123   0.140   0.146
Precast-top   -0.000   0.009   0.007   0.031   0.056   0.075   0.086   0.089
Bottom        -0.000  -0.035  -0.028  -0.119  -0.217  -0.286  -0.327  -0.341
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.007   0.028   0.051   0.068   0.077   0.081
Precast-top   -0.000   0.005   0.004   0.017   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.020  -0.016  -0.066  -0.120  -0.158  -0.180  -0.188
 
LL+I(+)
Topping-top   -0.000   0.091   0.072   0.303   0.550   0.715   0.813   0.838
Precast-top   -0.000   0.055   0.043   0.183   0.334   0.435   0.495   0.511
Bottom        -0.000  -0.213  -0.171  -0.711  -1.287  -1.667  -1.891  -1.950
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.114   0.091   0.381   0.694   0.905   1.030   1.065 
Precast-top    0.005   0.394   0.326   1.250   2.200   2.765   3.138   3.321 
Bottom         0.927   3.392   2.889   2.162   0.780  -0.076  -0.611  -0.828 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.023   0.019   0.078   0.144   0.190   0.218   0.227 
Precast-top    0.005   0.340   0.283   1.066   1.866   2.330   2.643   2.810 
Bottom         0.927   3.605   3.061   2.873   2.066   1.591   1.280   1.122 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67   31.97
 
Beam-Self
Precast-top    0.197   0.557   0.984   1.283   1.460   1.521   1.386 
Bottom        -0.170  -0.477  -0.836  -1.080  -1.224  -1.275  -1.164 
 
Prestress
Precast-top   -0.077  -0.348  -0.743  -1.130  -1.319  -1.319  -1.319 
Bottom         4.571   4.790   5.105   5.407   5.552   5.552   5.552 
 
Total
Precast-top    0.120   0.209   0.241   0.153   0.141   0.202   0.067 
Bottom         4.401   4.312   4.269   4.327   4.329   4.278   4.388 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.50 %)
             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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top    0.005  -0.068  -0.041  -0.304  -0.650  -0.988  -1.154  -1.154
Bottom         0.927   3.999   3.377   4.191   4.467   4.731   4.858   4.858
 
Self wt.
Precast-top   -0.000   0.152   0.121   0.512   0.940   1.238   1.416   1.477
Bottom        -0.000  -0.131  -0.105  -0.439  -0.798  -1.043  -1.187  -1.238
 
DL-Prec (DC)
Precast-top   -0.000   0.028   0.022   0.095   0.174   0.230   0.263   0.274
Bottom        -0.000  -0.024  -0.020  -0.081  -0.148  -0.193  -0.220  -0.230
 
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   0.005   0.010   0.015   0.020   0.025
Bottom        -0.000  -0.001  -0.001  -0.004  -0.008  -0.013  -0.017  -0.021
 
Deck + Haunch
Precast-top   -0.000   0.211   0.168   0.711   1.305   1.720   1.966   2.051
Bottom        -0.000  -0.182  -0.146  -0.609  -1.108  -1.448  -1.648  -1.719
 
DL-Comp (DC)
Topping-top   -0.000   0.015   0.012   0.051   0.093   0.123   0.140   0.146
Precast-top   -0.000   0.009   0.007   0.031   0.056   0.075   0.086   0.089
Bottom        -0.000  -0.035  -0.028  -0.119  -0.217  -0.286  -0.327  -0.341
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.007   0.028   0.051   0.068   0.077   0.081
Precast-top   -0.000   0.005   0.004   0.017   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.020  -0.016  -0.066  -0.120  -0.158  -0.180  -0.188
 
LL+I(+)
Topping-top   -0.000   0.072   0.058   0.242   0.440   0.572   0.650   0.670
Precast-top   -0.000   0.044   0.035   0.147   0.267   0.348   0.396   0.409
Bottom        -0.000  -0.171  -0.137  -0.569  -1.029  -1.334  -1.513  -1.560
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.096   0.076   0.321   0.584   0.762   0.868   0.898 
Precast-top    0.005   0.384   0.317   1.213   2.133   2.678   3.039   3.219 
Bottom         0.927   3.435   2.924   2.304   1.037   0.257  -0.233  -0.438 
 

 
 
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    8.47   17.60   26.73   35.87   45.00
F_LL+I(+)
Topping-top   -0.000   0.063   0.050   0.208   0.369   0.478   0.532   0.524
Precast-top   -0.000   0.038   0.030   0.126   0.224   0.291   0.324   0.319
Bottom        -0.000  -0.149  -0.120  -0.489  -0.864  -1.114  -1.238  -1.219
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.075   0.060   0.248   0.441   0.573   0.641   0.638 
Precast-top    0.003   0.208   0.171   0.659   1.157   1.456   1.646   1.725 
Bottom         0.464   1.654   1.411   0.947   0.170  -0.319  -0.598  -0.658 
 

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
    367.9    6.5   40.6    0.963   4.1   6.00e-3 50.0    383.6     2.273    4.224      0.00
      0.0    0.9   40.2     42.0 0.182      21.0 0.87    12.00     0.120    1.369 
Transfer:   3.00
    352.7    6.5   40.6    4.334  18.6  -0.04e-3 28.9    258.3     0.735    1.760      0.00
    608.7    3.8   38.8    189.0 0.174     114.9 4.95    12.00     0.120    1.414 
Critical:   3.89
    346.7    6.5   40.6    4.571  18.6  -0.06e-3 28.8    250.6     0.713    1.320      0.00
    810.7    4.0   38.7    189.0 0.172     116.0 5.01    12.00     0.120    1.434 
0.1L    :   9.13
    312.7    6.5   38.7    6.697  18.6  -0.08e-3 28.7    218.3     0.662    0.827      0.00
   2016.6    5.1   36.1    189.0 0.165     110.6 5.11    12.00     0.120    1.156 
0.2L    :  18.27
    256.8    6.5   38.2    8.246  18.6  -0.03e-3 28.9    163.0     0.509    0.620      0.00
   3597.5    5.6   35.4    189.0 0.136     103.8 4.90    12.00     0.120    1.125 
0.3L    :  27.40
    202.2    6.5   39.6    8.246  18.6   0.63e-3 31.2    134.1     0.441    0.496      0.00
   4671.8    5.6   36.8    189.0 0.101      72.0 3.26    24.00     0.120    1.074 
0.4L    :  36.53
    148.8    6.5   40.4    8.246   0.0   1.12e-3 32.9    106.5     0.367    0.413      0.00
   5229.9    5.6   37.5    189.0 0.080      58.8 2.61    24.00     0.120    1.081 
0.5L    :  45.67
     96.6    6.5   40.4    8.246   0.0   0.98e-3 32.4     45.1     0.153    0.413      0.00
   5291.5    5.6   37.5    189.0 0.052      62.3 2.77    24.00     0.120    1.718 
0.6L    :  54.80
    148.8    6.5   40.4    8.246   0.0   1.12e-3 32.9    106.5     0.367    0.413      0.00
   5229.9    5.6   37.5    189.0 0.080      58.8 2.61    24.00     0.120    1.081 
0.7L    :  63.93
    202.2    6.5   39.6    8.246  18.6   0.63e-3 31.2    134.1     0.441    0.496      0.00
   4671.8    5.6   36.8    189.0 0.101      72.0 3.26    24.00     0.120    1.074 
0.8L    :  73.07
    256.8    6.5   38.2    8.246  18.6  -0.03e-3 28.9    163.0     0.509    0.620      0.00
   3597.5    5.6   35.4    189.0 0.136     103.8 4.90    12.00     0.120    1.125 
0.9L    :  82.20
    312.7    6.5   38.7    6.697  18.6  -0.08e-3 28.7    218.3     0.662    0.827      0.00
   2016.6    5.1   36.1    189.0 0.165     110.6 5.11    12.00     0.120    1.156 
Critical:  87.45
    346.7    6.5   40.6    4.571  18.6  -0.06e-3 28.8    250.6     0.713    1.320      0.00
    810.7    4.0   38.7    189.0 0.172     116.0 5.01    12.00     0.120    1.434 
Transfer:  88.33
    352.7    6.5   40.6    4.334  18.6  -0.04e-3 28.9    258.3     0.735    1.760      0.00
    608.7    3.8   38.8    189.0 0.174     114.9 4.95    12.00     0.120    1.414 
Bearing :  90.67
    367.9    6.5   40.6    0.963   4.1   6.00e-3 50.0    383.6     2.273    4.224      0.00
      0.0    0.9   40.2     42.0 0.182      21.0 0.87    12.00     0.120    1.369 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1616.38
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    3.23
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    367.9     10.16     40.65    0.87       40.22    24.00      0.300      2.638      0.353      4.224 
Transfer:      2.33
    352.7     10.11     40.65    3.79       38.75    24.00      0.300      2.621      0.342      1.760 
Critical:      3.22
    346.9      9.97     40.65    3.99       38.66    24.00      0.300      2.574      0.314      1.320 
0.1L    :      8.47
    312.7      9.61     38.70    5.11       36.15    24.00      0.300      2.454      0.243      0.827 
0.2L    :     17.60
    256.8      8.06     38.19    5.61       35.38    24.00      0.300      1.938      0.000      0.620 
0.3L    :     26.73
    202.2      6.10     39.63    5.62       36.82    24.00      0.300      1.284      0.000      0.496 
0.4L    :     35.87
    148.8      4.40     40.36    5.63       37.54    24.00      0.300      0.718      0.000      0.413 
0.5L    :     45.00
     96.6      2.86     40.36    5.63       37.54    24.00      0.300      0.204      0.000      0.413 
0.6L    :     54.13
    148.8      4.40     40.36    5.63       37.54    24.00      0.300      0.718      0.000      0.413 
0.7L    :     63.27
    202.2      6.10     39.63    5.62       36.82    24.00      0.300      1.284      0.000      0.496 
0.8L    :     72.40
    256.8      8.06     38.19    5.61       35.38    24.00      0.300      1.938      0.000      0.620 
0.9L    :     81.53
    312.7      9.61     38.70    5.11       36.15    24.00      0.300      2.454      0.243      0.827 
Critical:     86.78
    346.9      9.97     40.65    3.99       38.66    24.00      0.300      2.574      0.314      1.320 
Transfer:     87.67
    352.7     10.11     40.65    3.79       38.75    24.00      0.300      2.621      0.342      1.760 
Bearing :     90.00
    367.9     10.16     40.65    0.87       40.22    24.00      0.300      2.638      0.353      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.47 ft
Prestress      :       1.804  1.80      3.248  2.20      3.969
Self Wt.       :      -0.597  1.85     -1.105  2.40     -1.433
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          :       1.207            2.143            2.537
 
At 0.2 x L = 17.60 ft
Prestress      :       3.236  1.80      5.825  2.20      7.119
Self Wt.       :      -1.118  1.85     -2.069  2.40     -2.684
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          :       2.118            3.756            4.435
 
At 0.3 x L = 26.73 ft
Prestress      :       4.251  1.80      7.653  2.20      9.353
Self Wt.       :      -1.514  1.85     -2.801  2.40     -3.634
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          :       2.737            4.852            5.720
 
At 0.4 x L = 35.87 ft
Prestress      :       4.865  1.80      8.758  2.20     10.704
Self Wt.       :      -1.763  1.85     -3.261  2.40     -4.230
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.103            5.497            6.474
 
At 0.5 x L = 45.00 ft
Prestress      :       5.084  1.80      9.151  2.20     11.184
Self Wt.       :      -1.851  1.85     -3.424  2.40     -4.442
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.233            5.727            6.742
 
At 0.6 x L = 54.13 ft
Prestress      :       4.865  1.80      8.758  2.20     10.704
Self Wt.       :      -1.763  1.85     -3.261  2.40     -4.230
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.103            5.497            6.474
 
At 0.7 x L = 63.27 ft
Prestress      :       4.251  1.80      7.653  2.20      9.353
Self Wt.       :      -1.514  1.85     -2.801  2.40     -3.634
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          :       2.737            4.852            5.720
 
At 0.8 x L = 72.40 ft
Prestress      :       3.236  1.80      5.825  2.20      7.119
Self Wt.       :      -1.118  1.85     -2.069  2.40     -2.684
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          :       2.118            3.756            4.435
 
At 0.9 x L = 81.53 ft
Prestress      :       1.804  1.80      3.248  2.20      3.969
Self Wt.       :      -0.597  1.85     -1.105  2.40     -1.433
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          :       1.207            2.143            2.537
 

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
   599.5    35.8  5.490  260.6    4.5   3.79   4039.3  0.025T 1.00       -       -     -     -  
H/2     :   1.84
   476.5    35.7  4.594  262.1    3.8   3.19   3421.6  0.031T 1.00       -       -     -     -  
0.1L    :   8.47
  2016.6    36.7  7.485  257.6    6.0   5.11   5494.7  0.018T 1.00       -       -     -     -  
0.2L    :  17.60
  3700.5    38.2  8.246  256.9    6.6   5.61   6246.9  0.016T 1.00   4529.3  4529.3    1.38    -  
0.3L    :  26.73
  4874.4    39.6  8.246  257.4    6.6   5.62   6512.4  0.016T 1.00   4615.9  4615.9    1.41    -  
0.4L    :  35.87
  5575.9    40.4  8.246  257.6    6.6   5.63   6645.2  0.016T 1.00   4638.1  4638.1    1.43    -  
0.5L    :  45.00
  5783.9    40.4  8.246  257.6    6.6   5.63   6645.2  0.016T 1.00   4591.8  4591.8    1.45    -  
0.6L    :  54.13
  5575.9    40.4  8.246  257.6    6.6   5.63   6645.2  0.016T 1.00   4638.1  4638.1    1.43    -  
0.7L    :  63.27
  4874.4    39.6  8.246  257.4    6.6   5.62   6512.4  0.016T 1.00   4615.9  4615.9    1.41    -  
0.8L    :  72.40
  3700.5    38.2  8.246  256.9    6.6   5.61   6246.9  0.016T 1.00   4529.3  4529.3    1.38    -  
0.9L    :  81.53
  2016.6    36.7  7.485  257.6    6.0   5.11   5494.7  0.018T 1.00       -       -     -     -  
H/2     :  88.16
   476.5    35.7  4.594  262.1    3.8   3.19   3421.6  0.031T 1.00       -       -     -     -  
Transfer:  87.67
   599.5    35.8  5.490  260.6    4.5   3.79   4039.3  0.025T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 3; Groups 1-19; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.090
        M   2.00 Fb     0.160
 
  2   2 E  32.00 Ft     0.427
        M   8.00 Fb     0.106
 
  3   2 E  30.00 Ft     0.732
        M   6.00 Fb     0.080
 
  4   2 E  28.00 Ft     1.005
        M   4.00 Fb     0.082
 
  5   2 E  26.00 Ft     1.245
        M   2.00 Fb     0.112
 
  6   2 E   6.00 Ft     1.202
        M   6.00 Fb     0.386
 
  7   2 E   6.00 Ft     1.158
        M   6.00 Fb     0.661
 
  8   2 E   6.00 Ft     1.114
        M   6.00 Fb     0.936
 
  9   2 E   4.00 Ft     1.038
        M   4.00 Fb     1.238
 
 10   2 E   4.00 Ft     0.963
        M   4.00 Fb     1.541
 
 11   2 E   4.00 Ft     0.887
        M   4.00 Fb     1.843
 
 12   2 E   4.00 Ft     0.811
        M   4.00 Fb     2.146
 
 13   2 E   4.00 Ft     0.735
        M   4.00 Fb     2.448
 
 14   2 E   4.00 Ft     0.660
        M   4.00 Fb     2.750
 
 15   2 E   2.00 Ft     0.552
        M   2.00 Fb     3.080
 
 16   2 E   2.00 Ft     0.444
        M   2.00 Fb     3.410
 
 17   2 E   2.00 Ft     0.336
        M   2.00 Fb     3.740
 
 18   2 E   2.00 Ft     0.228
        M   2.00 Fb     4.070
 
 19   2 E   2.00 Ft     0.120
        M   2.00 Fb     4.401
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 91.33            Release Length, ft: 91.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  38
No. of strands, Draped:   8           No. of strands, Straight:  30
Concrete Strength, f'ci:   7.5  ksi        f'c:   8.5 ksi  f'ct   4.0 ksi
Initial losses:  9.44 %               Final losses: 13.16 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.401     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.120       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6645.19     5783.90     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   1.065     Midspan    1.800   0.227     Midspan
    Pre.Top:   5.100   3.321     Midspan    3.825   2.810     Midspan
    Pre.Bot:   5.100   3.392    Transfer    3.825   3.605    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.554   0.005     Bearing
    Pre.Bot:  -0.554  -0.438     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.400   1.725     Midspan
    Pre.Bot:                                                             3.400   1.654    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.084  1.80      9.151  2.20     11.184
Self Wt.       :      -1.851  1.85     -3.424  2.40     -4.442
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       3.233            5.727            6.742
 
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   90.00
     DC  Line       0.087      0.00       0.087   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.333 ft
Release length = 91.333 ft
Design  length = 90.000 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)  : 0.706   (Calculated)    
Live Moment (1  lane  loaded)  : 0.492   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.219   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.975   (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           1315.8 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           279643 in4#
Ht. of c.g.           =        17.14 in             29.18 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 = 0.7798

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     8.47    17.60    26.73    35.87    45.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    639.8    668.2    662.3    668.2    668.2    668.2    668.2    668.2
  Yb      ,  in    17.03    16.67    16.74    16.61    16.53    16.46    16.42    16.42
  MI(Ixx) , in4   100532   102573   102131   103186   104218   105395   106037   106037
Composite: (At Final, using Ec =  5471.1 ksi )
  Area    , in2   1323.5   1350.5   1344.8   1350.5   1350.5   1350.5   1350.5   1350.5
  Yb      ,  in    29.06    28.65    28.73    28.62    28.58    28.55    28.53    28.53
  MI(Ixx) , in4   282814   294141   291735   295530   297717   300044   301261   301261

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.50 ksi           4.00 ksi
  Elasticity         =    5471.07 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.10 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.83 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           =       3.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.55 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  38 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 31.97 ft from member end )
END PATTERN (Ycg = 8.95 in):
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in     2 @ 26.000 in
     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.89 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    8.25 in2      Initial Pull          =     1616.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.472 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.340 ft
Holddown Force        =  21.249 kips     Beam Shrtng (PL/AE)   =      0.510 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)       
--------------------------------------------------------------------------------------
      3471.666         740 2569.032     14.839 60099.340   783.483     578.132        
 
 
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     11.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.9167     23.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      23.9167     35.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      35.1667     56.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      56.1667     67.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      67.4167     79.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00      79.4167     86.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      86.9167     87.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      87.5833     89.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      89.5833     89.9167     No
      2      US#6[M19]       60.00        0.88       4.00      89.9167     90.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00      90.2500     90.5833     No
      2      US#6[M19]       60.00        0.88       2.50      90.5833     90.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50      90.7917     91.0000     No
      2      US#6[M19]       60.00        0.88       2.50      91.0000     91.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      91.2083     91.3333     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 91.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 8.2460 in2       Ycg =  3.89 in
         P_init    =     1616.4 kips  Ecc = 13.25 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.51 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.410 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.83 ksi    0.00 ksi
    due to Composite Loads                                 -2.38 ksi    0.00 ksi
    due to Live Loads                                      -7.02 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.51 ksi  ( 9.44 %)             7.29 ksi ( 3.72 %)
Total Prestress Losses                                    25.80 ksi (13.16 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    67.3    53.5   227.1   419.2   556.5   638.8   666.2
(Max)       V      29.6    28.1    28.4    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0    12.5     9.9    42.2    77.8   103.3   118.6   123.6
DC(Max)     V       5.5     5.2     5.3     4.5     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5    74.3   315.4   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    39.4    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.5     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    30.3    24.1   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.8    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    13.3    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.3     7.0     7.0     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   182.5   145.1   611.9  1116.7  1460.2  1664.1  1716.1
            V     139.8   134.7   135.8   121.5   102.7    83.9    58.2    39.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   139.8   134.7   135.8   121.5   103.8    86.8    70.6    55.0
            M       0.0   187.7   149.5   611.9  1057.8  1344.4  1466.3  1434.8
Total     : M+      0.0   403.3   320.5  1357.2  2493.0  3287.8  3763.4  3907.6
            V     236.9   226.8   229.0   200.4   161.9   123.5    78.1    39.6
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   236.9   226.8   229.0   200.4   163.0   126.4    90.5    55.3
            M       0.0   408.5   325.0  1357.2  2434.1  3172.0  3565.7  3626.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   88.16   87.67   90.00
Self wt.  : M     638.8   556.5   419.2   227.1    53.5    67.3     0.0
(Max)       V       6.0    12.0    18.0    24.0    28.4    28.1    29.6
DL-Prec.  : M     118.6   103.3    77.8    42.2     9.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.5     5.3     5.2     5.5
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     887.1   772.8   582.2   315.4    74.3    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    39.4    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    24.1    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.8    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    13.3    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.3
LL + I    : M+   1664.1  1460.2  1116.7   611.9   145.1   182.5     0.0
            V      58.2    83.9   102.7   121.5   135.8   134.7   139.8
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    70.6    86.8   103.8   121.5   135.8   134.7   139.8
            M    1466.3  1344.4  1057.8   611.9   149.5   187.7    -0.0
Total     : M+   3763.4  3287.8  2493.0  1357.2   320.5   403.3     0.0
            V      78.1   123.5   161.9   200.4   229.0   226.8   236.9
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    90.5   126.4   163.0   200.4   229.0   226.8   236.9
            M    3565.7  3172.0  2434.1  1357.2   325.0   408.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.6             29.6
Deck+Haunch            41.1             41.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           36.7             36.7
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    67.3    53.5   227.1   419.2   556.5   638.8   666.2
(Max)       V      29.6    28.1    28.4    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0    12.5     9.9    42.2    77.8   103.3   118.6   123.6
DC(Max)     V       5.5     5.2     5.3     4.5     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5    74.3   315.4   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    39.4    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.5     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    30.3    24.1   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.8    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    13.3    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.3     7.0     7.0     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   146.0   116.0   489.5   893.3  1168.1  1331.2  1372.9
            V     111.8   107.8   108.6    97.2    82.1    67.1    46.5    31.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   111.8   107.8   108.6    97.2    83.0    69.5    56.5    44.0
            M       0.0   150.2   119.6   489.5   846.2  1075.5  1173.1  1147.8
Total     : M+      0.0   366.8   291.5  1234.9  2269.6  2995.8  3430.6  3564.4
            V     209.0   199.9   201.8   176.1   141.4   106.7    66.4    31.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   209.0   199.9   201.8   176.1   142.3   109.0    76.4    44.3
            M       0.0   371.0   295.1  1234.9  2222.5  2903.1  3272.4  3339.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   88.16   87.67   90.00
Self wt.  : M     638.8   556.5   419.2   227.1    53.5    67.3     0.0
(Max)       V       6.0    12.0    18.0    24.0    28.4    28.1    29.6
DL-Prec.  : M     118.6   103.3    77.8    42.2     9.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.5     5.3     5.2     5.5
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     887.1   772.8   582.2   315.4    74.3    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    39.4    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    24.1    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.8    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    13.3    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.3
LL + I    : M+   1331.2  1168.1   893.3   489.5   116.0   146.0     0.0
            V      46.5    67.1    82.1    97.2   108.6   107.8   111.8
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    56.5    69.5    83.0    97.2   108.6   107.8   111.8
            M    1173.1  1075.5   846.2   489.5   119.6   150.2    -0.0
Total     : M+   3430.6  2995.8  2269.6  1234.9   291.5   366.8     0.0
            V      66.4   106.7   141.4   176.1   201.8   199.9   209.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    76.4   109.0   142.3   176.1   201.8   199.9   209.0
            M    3272.4  2903.1  2222.5  1234.9   295.1   371.0    -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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    84.1    66.8   283.9   524.0   695.6   798.5   832.8
(Max)       V      37.0    35.1    35.5    30.0    22.5    15.0     7.5     0.0
Self wt.  : M       0.0    60.6    48.1   204.4   377.3   500.8   574.9   599.6
(Min)       V      26.6    25.3    25.6    21.6    16.2    10.8     5.4     0.0
DL-Prec.  : M       0.0    15.6    12.4    52.7    97.3   129.1   148.2   154.6
DC(Max)     V       6.9     6.5     6.6     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    11.2     8.9    37.9    70.0    92.9   106.7   111.3
DC(Min)     V       4.9     4.7     4.7     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   116.8    92.8   394.3   727.8   966.0  1108.9  1156.5
Haunch (Max)V      51.4    48.7    49.3    41.7    31.3    20.9    10.4     0.0
Deck +    : M       0.0    84.1    66.8   283.9   524.0   695.5   798.4   832.7
Haunch (Min)V      37.0    35.1    35.5    30.0    22.5    15.0     7.5     0.0
Diaphragm : M       0.0     0.7     0.6     2.6     5.5     8.4    11.2    14.1
(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     1.9     4.0     6.0     8.1    10.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.8    30.1   127.7   235.7   312.9   359.2   374.6
DC(Max)     V      16.7    15.8    16.0    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    27.2    21.7    92.0   169.7   225.3   258.6   269.7
DC(Min)     V      12.0    11.4    11.5     9.7     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    25.1    19.9    84.6   156.1   207.2   237.8   248.1
DW(Max)     V      11.0    10.5    10.6     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    10.9     8.6    36.6    67.6    89.8   103.1   107.5
DW(Min)     V       4.8     4.5     4.6     3.9     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   319.3   253.8  1070.8  1954.2  2555.3  2912.1  3003.3
            V     244.6   235.8   237.6   212.6   179.7   146.8   101.8    68.9
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   244.6   235.8   237.6   212.6   181.6   152.0   123.5    96.3
            M       0.0   328.5   261.7  1070.8  1851.1  2352.7  2566.1  2510.8
Total     : M+      0.0   599.5   476.5  2016.6  3700.5  4874.4  5575.9  5783.9
            V     367.9   352.7   355.9   312.7   254.9   197.0   127.0    69.2
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   367.9   352.7   355.9   312.7   256.8   202.2   148.8    96.6
            M       0.0   608.7   484.3  2016.6  3597.5  4671.8  5229.9  5291.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   88.16   87.67   90.00
Self wt.  : M     798.5   695.6   524.0   283.9    66.8    84.1     0.0
(Max)       V       7.5    15.0    22.5    30.0    35.5    35.1    37.0
Self wt.  : M     574.9   500.8   377.3   204.4    48.1    60.6     0.0
(Min)       V       5.4    10.8    16.2    21.6    25.6    25.3    26.6
DL-Prec.  : M     148.2   129.1    97.3    52.7    12.4    15.6     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.5     6.9
DL-Prec.  : M     106.7    92.9    70.0    37.9     8.9    11.2     0.0
DC(Min)     V       1.0     2.0     3.0     4.0     4.7     4.7     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1108.9   966.0   727.8   394.3    92.8   116.8     0.0
Haunch (Max)V      10.4    20.9    31.3    41.7    49.3    48.7    51.4
Deck +    : M     798.4   695.5   524.0   283.9    66.8    84.1     0.0
Haunch (Min)V       7.5    15.0    22.5    30.0    35.5    35.1    37.0
Diaphragm : M      11.2     8.4     5.5     2.6     0.6     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.1     6.0     4.0     1.9     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     359.2   312.9   235.7   127.7    30.1    37.8     0.0
DC(Max)     V       3.4     6.8    10.1    13.5    16.0    15.8    16.7
DL-Comp   : M     258.6   225.3   169.7    92.0    21.7    27.2     0.0
DC(Min)     V       2.4     4.9     7.3     9.7    11.5    11.4    12.0
DL-Comp   : M     237.8   207.2   156.1    84.6    19.9    25.1     0.0
DW(Max)     V       2.2     4.5     6.7     9.0    10.6    10.5    11.0
DL-Comp   : M     103.1    89.8    67.6    36.6     8.6    10.9     0.0
DW(Min)     V       1.0     1.9     2.9     3.9     4.6     4.5     4.8
LL + I    : M+   2912.1  2555.3  1954.2  1070.8   253.8   319.3     0.0
            V     101.8   146.8   179.7   212.6   237.6   235.8   244.6
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   123.5   152.0   181.6   212.6   237.6   235.8   244.6
            M    2566.1  2352.7  1851.1  1070.8   261.7   328.5    -0.0
Total     : M+   5575.9  4874.4  3700.5  2016.6   476.5   599.5     0.0
            V     127.0   197.0   254.9   312.7   355.9   352.7   367.9
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   148.8   202.2   256.8   312.7   355.9   352.7   367.9
            M    5229.9  4671.8  3597.5  2016.6   484.3   608.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.0             37.0
Deck+Haunch            51.4             51.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           55.1             55.1
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    67.3    53.5   227.1   419.2   556.5   638.8   666.2
(Max)       V      29.6    28.1    28.4    24.0    18.0    12.0     6.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.5     9.9    42.2    77.8   103.3   118.6   123.6
DC(Max)     V       5.5     5.2     5.3     4.5     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5    74.3   315.4   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    39.4    33.4    25.0    16.7     8.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.5     2.1     4.4     6.7     9.0    11.2
(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    30.3    24.1   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.8    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    16.7    13.3    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.3     7.0     7.0     6.0     4.5     3.0     1.5     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   127.2   101.2   420.9   749.5   975.7  1089.5  1073.1
            V     112.7   108.8   109.6    98.6    84.5    64.7    50.6    36.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.7   108.8   109.6    98.6    84.5    70.3    56.2    42.1
            M       0.0   127.2   101.2   420.9   749.5   948.0  1016.2   954.3
Total     : M+      0.0   348.0   276.6  1166.3  2125.8  2803.3  3188.8  3264.5
            V     209.9   200.9   202.8   177.5   143.7   104.3    70.5    36.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   209.9   200.9   202.8   177.5   143.7   109.9    76.1    42.3
            M       0.0   348.0   276.6  1166.3  2125.8  2775.6  3115.6  3145.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   88.16   87.67   90.00
Self wt.  : M     638.8   556.5   419.2   227.1    53.5    67.3     0.0
(Max)       V       6.0    12.0    18.0    24.0    28.4    28.1    29.6
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     118.6   103.3    77.8    42.2     9.9    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.5     5.3     5.2     5.5
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     887.1   772.8   582.2   315.4    74.3    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    39.4    39.0    41.1
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       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    24.1    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.8    12.6    13.3
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     158.6   138.1   104.1    56.4    13.3    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1089.5   975.7   749.5   420.9   101.2   127.2     0.0
            V      50.6    64.7    84.5    98.6   109.6   108.8   112.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.2    70.3    84.5    98.6   109.6   108.8   112.7
            M    1016.2   948.0   749.5   420.9   101.2   127.2     0.0
Total     : M+   3188.8  2803.3  2125.8  1166.3   276.6   348.0     0.0
            V      70.5   104.3   143.7   177.5   202.8   200.9   209.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    76.1   109.9   143.7   177.5   202.8   200.9   209.9
            M    3115.6  2775.6  2125.8  1166.3   276.6   348.0     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67   31.97
 
Beam-Self
Precast-top    0.197   0.557   0.984   1.283   1.460   1.521   1.386 
Bottom        -0.170  -0.477  -0.836  -1.080  -1.224  -1.275  -1.164 
 
Prestress
Precast-top   -0.077  -0.348  -0.743  -1.130  -1.319  -1.319  -1.319 
Bottom         4.571   4.790   5.105   5.407   5.552   5.552   5.552 
 
Total
Precast-top    0.120   0.209   0.241   0.153   0.141   0.202   0.067 
Bottom         4.401   4.312   4.269   4.327   4.329   4.278   4.388 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.50 %)
             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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top    0.005  -0.068  -0.041  -0.304  -0.650  -0.988  -1.154  -1.154
Bottom         0.927   3.999   3.377   4.191   4.467   4.731   4.858   4.858
 
Self wt.
Precast-top   -0.000   0.152   0.121   0.512   0.940   1.238   1.416   1.477
Bottom        -0.000  -0.131  -0.105  -0.439  -0.798  -1.043  -1.187  -1.238
 
DL-Prec (DC)
Precast-top   -0.000   0.028   0.022   0.095   0.174   0.230   0.263   0.274
Bottom        -0.000  -0.024  -0.020  -0.081  -0.148  -0.193  -0.220  -0.230
 
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   0.005   0.010   0.015   0.020   0.025
Bottom        -0.000  -0.001  -0.001  -0.004  -0.008  -0.013  -0.017  -0.021
 
Deck + Haunch
Precast-top   -0.000   0.211   0.168   0.711   1.305   1.720   1.966   2.051
Bottom        -0.000  -0.182  -0.146  -0.609  -1.108  -1.448  -1.648  -1.719
 
DL-Comp (DC)
Topping-top   -0.000   0.015   0.012   0.051   0.093   0.123   0.140   0.146
Precast-top   -0.000   0.009   0.007   0.031   0.056   0.075   0.086   0.089
Bottom        -0.000  -0.035  -0.028  -0.119  -0.217  -0.286  -0.327  -0.341
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.007   0.028   0.051   0.068   0.077   0.081
Precast-top   -0.000   0.005   0.004   0.017   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.020  -0.016  -0.066  -0.120  -0.158  -0.180  -0.188
 
LL+I(+)
Topping-top   -0.000   0.091   0.072   0.303   0.550   0.715   0.813   0.838
Precast-top   -0.000   0.055   0.043   0.183   0.334   0.435   0.495   0.511
Bottom        -0.000  -0.213  -0.171  -0.711  -1.287  -1.667  -1.891  -1.950
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.114   0.091   0.381   0.694   0.905   1.030   1.065 
Precast-top    0.005   0.394   0.326   1.250   2.200   2.765   3.138   3.321 
Bottom         0.927   3.392   2.889   2.162   0.780  -0.076  -0.611  -0.828 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.023   0.019   0.078   0.144   0.190   0.218   0.227 
Precast-top    0.005   0.340   0.283   1.066   1.866   2.330   2.643   2.810 
Bottom         0.927   3.605   3.061   2.873   2.066   1.591   1.280   1.122 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67   31.97
 
Beam-Self
Precast-top    0.197   0.557   0.984   1.283   1.460   1.521   1.386 
Bottom        -0.170  -0.477  -0.836  -1.080  -1.224  -1.275  -1.164 
 
Prestress
Precast-top   -0.077  -0.348  -0.743  -1.130  -1.319  -1.319  -1.319 
Bottom         4.571   4.790   5.105   5.407   5.552   5.552   5.552 
 
Total
Precast-top    0.120   0.209   0.241   0.153   0.141   0.202   0.067 
Bottom         4.401   4.312   4.269   4.327   4.329   4.278   4.388 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.50 %)
             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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top    0.005  -0.068  -0.041  -0.304  -0.650  -0.988  -1.154  -1.154
Bottom         0.927   3.999   3.377   4.191   4.467   4.731   4.858   4.858
 
Self wt.
Precast-top   -0.000   0.152   0.121   0.512   0.940   1.238   1.416   1.477
Bottom        -0.000  -0.131  -0.105  -0.439  -0.798  -1.043  -1.187  -1.238
 
DL-Prec (DC)
Precast-top   -0.000   0.028   0.022   0.095   0.174   0.230   0.263   0.274
Bottom        -0.000  -0.024  -0.020  -0.081  -0.148  -0.193  -0.220  -0.230
 
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   0.005   0.010   0.015   0.020   0.025
Bottom        -0.000  -0.001  -0.001  -0.004  -0.008  -0.013  -0.017  -0.021
 
Deck + Haunch
Precast-top   -0.000   0.211   0.168   0.711   1.305   1.720   1.966   2.051
Bottom        -0.000  -0.182  -0.146  -0.609  -1.108  -1.448  -1.648  -1.719
 
DL-Comp (DC)
Topping-top   -0.000   0.015   0.012   0.051   0.093   0.123   0.140   0.146
Precast-top   -0.000   0.009   0.007   0.031   0.056   0.075   0.086   0.089
Bottom        -0.000  -0.035  -0.028  -0.119  -0.217  -0.286  -0.327  -0.341
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.007   0.028   0.051   0.068   0.077   0.081
Precast-top   -0.000   0.005   0.004   0.017   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.020  -0.016  -0.066  -0.120  -0.158  -0.180  -0.188
 
LL+I(+)
Topping-top   -0.000   0.072   0.058   0.242   0.440   0.572   0.650   0.670
Precast-top   -0.000   0.044   0.035   0.147   0.267   0.348   0.396   0.409
Bottom        -0.000  -0.171  -0.137  -0.569  -1.029  -1.334  -1.513  -1.560
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.096   0.076   0.321   0.584   0.762   0.868   0.898 
Precast-top    0.005   0.384   0.317   1.213   2.133   2.678   3.039   3.219 
Bottom         0.927   3.435   2.924   2.304   1.037   0.257  -0.233  -0.438 
 

 
 
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    8.47   17.60   26.73   35.87   45.00
F_LL+I(+)
Topping-top   -0.000   0.063   0.050   0.208   0.369   0.478   0.532   0.524
Precast-top   -0.000   0.038   0.030   0.126   0.224   0.291   0.324   0.319
Bottom        -0.000  -0.149  -0.120  -0.489  -0.864  -1.114  -1.238  -1.219
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.075   0.060   0.248   0.441   0.573   0.641   0.638 
Precast-top    0.003   0.208   0.171   0.659   1.157   1.456   1.646   1.725 
Bottom         0.464   1.654   1.411   0.947   0.170  -0.319  -0.598  -0.658 
 

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
    367.9    6.5   40.6    0.963   4.1   6.00e-3 50.0    383.6     2.273    4.224      0.00
      0.0    0.9   40.2     42.0 0.182      21.0 0.87    12.00     0.120    1.369 
Transfer:   3.00
    352.7    6.5   40.6    4.334  18.6  -0.04e-3 28.9    258.3     0.735    1.760      0.00
    608.7    3.8   38.8    189.0 0.174     114.9 4.95    12.00     0.120    1.414 
Critical:   3.89
    346.7    6.5   40.6    4.571  18.6  -0.06e-3 28.8    250.6     0.713    1.320      0.00
    810.7    4.0   38.7    189.0 0.172     116.0 5.01    12.00     0.120    1.434 
0.1L    :   9.13
    312.7    6.5   38.7    6.697  18.6  -0.08e-3 28.7    218.3     0.662    0.827      0.00
   2016.6    5.1   36.1    189.0 0.165     110.6 5.11    12.00     0.120    1.156 
0.2L    :  18.27
    256.8    6.5   38.2    8.246  18.6  -0.03e-3 28.9    163.0     0.509    0.620      0.00
   3597.5    5.6   35.4    189.0 0.136     103.8 4.90    12.00     0.120    1.125 
0.3L    :  27.40
    202.2    6.5   39.6    8.246  18.6   0.63e-3 31.2    134.1     0.441    0.496      0.00
   4671.8    5.6   36.8    189.0 0.101      72.0 3.26    24.00     0.120    1.074 
0.4L    :  36.53
    148.8    6.5   40.4    8.246   0.0   1.12e-3 32.9    106.5     0.367    0.413      0.00
   5229.9    5.6   37.5    189.0 0.080      58.8 2.61    24.00     0.120    1.081 
0.5L    :  45.67
     96.6    6.5   40.4    8.246   0.0   0.98e-3 32.4     45.1     0.153    0.413      0.00
   5291.5    5.6   37.5    189.0 0.052      62.3 2.77    24.00     0.120    1.718 
0.6L    :  54.80
    148.8    6.5   40.4    8.246   0.0   1.12e-3 32.9    106.5     0.367    0.413      0.00
   5229.9    5.6   37.5    189.0 0.080      58.8 2.61    24.00     0.120    1.081 
0.7L    :  63.93
    202.2    6.5   39.6    8.246  18.6   0.63e-3 31.2    134.1     0.441    0.496      0.00
   4671.8    5.6   36.8    189.0 0.101      72.0 3.26    24.00     0.120    1.074 
0.8L    :  73.07
    256.8    6.5   38.2    8.246  18.6  -0.03e-3 28.9    163.0     0.509    0.620      0.00
   3597.5    5.6   35.4    189.0 0.136     103.8 4.90    12.00     0.120    1.125 
0.9L    :  82.20
    312.7    6.5   38.7    6.697  18.6  -0.08e-3 28.7    218.3     0.662    0.827      0.00
   2016.6    5.1   36.1    189.0 0.165     110.6 5.11    12.00     0.120    1.156 
Critical:  87.45
    346.7    6.5   40.6    4.571  18.6  -0.06e-3 28.8    250.6     0.713    1.320      0.00
    810.7    4.0   38.7    189.0 0.172     116.0 5.01    12.00     0.120    1.434 
Transfer:  88.33
    352.7    6.5   40.6    4.334  18.6  -0.04e-3 28.9    258.3     0.735    1.760      0.00
    608.7    3.8   38.8    189.0 0.174     114.9 4.95    12.00     0.120    1.414 
Bearing :  90.67
    367.9    6.5   40.6    0.963   4.1   6.00e-3 50.0    383.6     2.273    4.224      0.00
      0.0    0.9   40.2     42.0 0.182      21.0 0.87    12.00     0.120    1.369 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1616.38
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    3.23
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    367.9     10.16     40.65    0.87       40.22    24.00      0.300      2.638      0.353      4.224 
Transfer:      2.33
    352.7     10.11     40.65    3.79       38.75    24.00      0.300      2.621      0.342      1.760 
Critical:      3.22
    346.9      9.97     40.65    3.99       38.66    24.00      0.300      2.574      0.314      1.320 
0.1L    :      8.47
    312.7      9.61     38.70    5.11       36.15    24.00      0.300      2.454      0.243      0.827 
0.2L    :     17.60
    256.8      8.06     38.19    5.61       35.38    24.00      0.300      1.938      0.000      0.620 
0.3L    :     26.73
    202.2      6.10     39.63    5.62       36.82    24.00      0.300      1.284      0.000      0.496 
0.4L    :     35.87
    148.8      4.40     40.36    5.63       37.54    24.00      0.300      0.718      0.000      0.413 
0.5L    :     45.00
     96.6      2.86     40.36    5.63       37.54    24.00      0.300      0.204      0.000      0.413 
0.6L    :     54.13
    148.8      4.40     40.36    5.63       37.54    24.00      0.300      0.718      0.000      0.413 
0.7L    :     63.27
    202.2      6.10     39.63    5.62       36.82    24.00      0.300      1.284      0.000      0.496 
0.8L    :     72.40
    256.8      8.06     38.19    5.61       35.38    24.00      0.300      1.938      0.000      0.620 
0.9L    :     81.53
    312.7      9.61     38.70    5.11       36.15    24.00      0.300      2.454      0.243      0.827 
Critical:     86.78
    346.9      9.97     40.65    3.99       38.66    24.00      0.300      2.574      0.314      1.320 
Transfer:     87.67
    352.7     10.11     40.65    3.79       38.75    24.00      0.300      2.621      0.342      1.760 
Bearing :     90.00
    367.9     10.16     40.65    0.87       40.22    24.00      0.300      2.638      0.353      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.47 ft
Prestress      :       1.804  1.80      3.248  2.20      3.969
Self Wt.       :      -0.597  1.85     -1.105  2.40     -1.433
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          :       1.207            2.143            2.537
 
At 0.2 x L = 17.60 ft
Prestress      :       3.236  1.80      5.825  2.20      7.119
Self Wt.       :      -1.118  1.85     -2.069  2.40     -2.684
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          :       2.118            3.756            4.435
 
At 0.3 x L = 26.73 ft
Prestress      :       4.251  1.80      7.653  2.20      9.353
Self Wt.       :      -1.514  1.85     -2.801  2.40     -3.634
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          :       2.737            4.852            5.720
 
At 0.4 x L = 35.87 ft
Prestress      :       4.865  1.80      8.758  2.20     10.704
Self Wt.       :      -1.763  1.85     -3.261  2.40     -4.230
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.103            5.497            6.474
 
At 0.5 x L = 45.00 ft
Prestress      :       5.084  1.80      9.151  2.20     11.184
Self Wt.       :      -1.851  1.85     -3.424  2.40     -4.442
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.233            5.727            6.742
 
At 0.6 x L = 54.13 ft
Prestress      :       4.865  1.80      8.758  2.20     10.704
Self Wt.       :      -1.763  1.85     -3.261  2.40     -4.230
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.103            5.497            6.474
 
At 0.7 x L = 63.27 ft
Prestress      :       4.251  1.80      7.653  2.20      9.353
Self Wt.       :      -1.514  1.85     -2.801  2.40     -3.634
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          :       2.737            4.852            5.720
 
At 0.8 x L = 72.40 ft
Prestress      :       3.236  1.80      5.825  2.20      7.119
Self Wt.       :      -1.118  1.85     -2.069  2.40     -2.684
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          :       2.118            3.756            4.435
 
At 0.9 x L = 81.53 ft
Prestress      :       1.804  1.80      3.248  2.20      3.969
Self Wt.       :      -0.597  1.85     -1.105  2.40     -1.433
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          :       1.207            2.143            2.537
 

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
   599.5    35.8  5.490  260.6    4.5   3.79   4039.3  0.025T 1.00       -       -     -     -  
H/2     :   1.84
   476.5    35.7  4.594  262.1    3.8   3.19   3421.6  0.031T 1.00       -       -     -     -  
0.1L    :   8.47
  2016.6    36.7  7.485  257.6    6.0   5.11   5494.7  0.018T 1.00       -       -     -     -  
0.2L    :  17.60
  3700.5    38.2  8.246  256.9    6.6   5.61   6246.9  0.016T 1.00   4529.3  4529.3    1.38    -  
0.3L    :  26.73
  4874.4    39.6  8.246  257.4    6.6   5.62   6512.4  0.016T 1.00   4615.9  4615.9    1.41    -  
0.4L    :  35.87
  5575.9    40.4  8.246  257.6    6.6   5.63   6645.2  0.016T 1.00   4638.1  4638.1    1.43    -  
0.5L    :  45.00
  5783.9    40.4  8.246  257.6    6.6   5.63   6645.2  0.016T 1.00   4591.8  4591.8    1.45    -  
0.6L    :  54.13
  5575.9    40.4  8.246  257.6    6.6   5.63   6645.2  0.016T 1.00   4638.1  4638.1    1.43    -  
0.7L    :  63.27
  4874.4    39.6  8.246  257.4    6.6   5.62   6512.4  0.016T 1.00   4615.9  4615.9    1.41    -  
0.8L    :  72.40
  3700.5    38.2  8.246  256.9    6.6   5.61   6246.9  0.016T 1.00   4529.3  4529.3    1.38    -  
0.9L    :  81.53
  2016.6    36.7  7.485  257.6    6.0   5.11   5494.7  0.018T 1.00       -       -     -     -  
H/2     :  88.16
   476.5    35.7  4.594  262.1    3.8   3.19   3421.6  0.031T 1.00       -       -     -     -  
Transfer:  87.67
   599.5    35.8  5.490  260.6    4.5   3.79   4039.3  0.025T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 4; Groups 1-19; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.090
        M   2.00 Fb     0.160
 
  2   2 E  32.00 Ft     0.427
        M   8.00 Fb     0.106
 
  3   2 E  30.00 Ft     0.732
        M   6.00 Fb     0.080
 
  4   2 E  28.00 Ft     1.005
        M   4.00 Fb     0.082
 
  5   2 E  26.00 Ft     1.245
        M   2.00 Fb     0.112
 
  6   2 E   6.00 Ft     1.202
        M   6.00 Fb     0.386
 
  7   2 E   6.00 Ft     1.158
        M   6.00 Fb     0.661
 
  8   2 E   6.00 Ft     1.114
        M   6.00 Fb     0.936
 
  9   2 E   4.00 Ft     1.038
        M   4.00 Fb     1.238
 
 10   2 E   4.00 Ft     0.963
        M   4.00 Fb     1.541
 
 11   2 E   4.00 Ft     0.887
        M   4.00 Fb     1.843
 
 12   2 E   4.00 Ft     0.811
        M   4.00 Fb     2.146
 
 13   2 E   4.00 Ft     0.735
        M   4.00 Fb     2.448
 
 14   2 E   4.00 Ft     0.660
        M   4.00 Fb     2.750
 
 15   2 E   2.00 Ft     0.552
        M   2.00 Fb     3.080
 
 16   2 E   2.00 Ft     0.444
        M   2.00 Fb     3.410
 
 17   2 E   2.00 Ft     0.336
        M   2.00 Fb     3.740
 
 18   2 E   2.00 Ft     0.228
        M   2.00 Fb     4.070
 
 19   2 E   2.00 Ft     0.120
        M   2.00 Fb     4.401
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 91.33            Release Length, ft: 91.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  38
No. of strands, Draped:   8           No. of strands, Straight:  30
Concrete Strength, f'ci:   7.5  ksi        f'c:   8.5 ksi  f'ct   4.0 ksi
Initial losses:  9.44 %               Final losses: 13.16 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.401     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.120       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6645.19     5783.90     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   1.065     Midspan    1.800   0.227     Midspan
    Pre.Top:   5.100   3.321     Midspan    3.825   2.810     Midspan
    Pre.Bot:   5.100   3.392    Transfer    3.825   3.605    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.554   0.005     Bearing
    Pre.Bot:  -0.554  -0.438     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.400   1.725     Midspan
    Pre.Bot:                                                             3.400   1.654    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.084  1.80      9.151  2.20     11.184
Self Wt.       :      -1.851  1.85     -3.424  2.40     -4.442
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       3.233            5.727            6.742
 
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   90.00
     DC  Line       0.076      0.00       0.076   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.333 ft
Release length = 91.333 ft
Design  length = 90.000 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)  : 0.691   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.969   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.068   (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           1234.2 in2#
Total Height          =        36.00 in             44.25 in  
Mom. of Inertia (Ixx) =        99980 in4           268331 in4#
Ht. of c.g.           =        17.14 in             28.44 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 = 0.7798

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     8.47    17.60    26.73    35.87    45.00
 
Precast: (At Release, using Ec =  5249.7 ksi )
  Area    , in2    639.8    668.2    662.3    668.2    668.2    668.2    668.2    668.2
  Yb      ,  in    17.03    16.67    16.74    16.61    16.53    16.46    16.42    16.42
  MI(Ixx) , in4   100532   102573   102131   103186   104218   105395   106037   106037
Composite: (At Final, using Ec =  5471.1 ksi )
  Area    , in2   1241.9   1268.9   1263.2   1268.9   1268.9   1268.9   1268.9   1268.9
  Yb      ,  in    28.32    27.89    27.98    27.87    27.83    27.79    27.77    27.77
  MI(Ixx) , in4   271274   281787   279554   283126   285237   287488   288667   288667

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       7.50  ksi   
  Elasticity         =     5249.7 ksi   
  Max comp           =       4.88 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.66 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       8.50 ksi           4.00 ksi
  Elasticity         =    5471.07 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.10 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.83 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           =       3.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.55 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  38 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 31.97 ft from member end )
END PATTERN (Ycg = 8.95 in):
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in     2 @ 26.000 in
     2 @ 28.000 in     2 @ 30.000 in     2 @ 32.000 in
 
MID PATTERN (Ycg = 3.89 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    8.25 in2      Initial Pull          =     1616.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.343 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.179 ft
Holddown Force        =  21.249 kips     Beam Shrtng (PL/AE)   =      0.510 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)       
--------------------------------------------------------------------------------------
      3471.666         740 2569.032     14.839 60099.340   783.483     578.132        
 
 
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     11.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.9167     23.9167    Yes
      2      US#5[M16]       60.00        0.62      15.00      23.9167     35.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      35.1667     56.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      56.1667     67.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      67.4167     79.4167    Yes
      2      US#5[M16]       60.00        0.62       9.00      79.4167     86.9167    Yes
      2      US#6[M19]       60.00        0.88       8.00      86.9167     87.5833    Yes
      2      US#6[M19]       60.00        0.88       6.00      87.5833     89.5833    Yes
      2      US#6[M19]       60.00        0.88       4.00      89.5833     89.9167     No
      2      US#6[M19]       60.00        0.88       4.00      89.9167     90.2500    Yes
      2      US#6[M19]       60.00        0.88       4.00      90.2500     90.5833     No
      2      US#6[M19]       60.00        0.88       2.50      90.5833     90.7917    Yes
      2      US#6[M19]       60.00        0.88       2.50      90.7917     91.0000     No
      2      US#6[M19]       60.00        0.88       2.50      91.0000     91.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50      91.2083     91.3333     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 91.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 8.2460 in2       Ycg =  3.89 in
         P_init    =     1616.4 kips  Ecc = 13.25 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5250 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    18.51 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.410 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.89 ksi    0.00 ksi
    due to Composite Loads                                 -2.40 ksi    0.00 ksi
    due to Live Loads                                      -8.04 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         7.06 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 18.51 ksi  ( 9.44 %)             7.18 ksi ( 3.66 %)
Total Prestress Losses                                    25.69 ksi (13.10 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.3 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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    67.3    53.5   227.1   419.2   556.5   638.8   666.2
(Max)       V      29.6    28.1    28.4    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0    11.4     9.1    38.5    71.1    94.4   108.3   113.0
DC(Max)     V       5.0     4.8     4.8     4.1     3.1     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.3    65.4   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    34.7    29.4    22.1    14.7     7.4     0.0
Diaphragm : M       0.0     0.3     0.2     1.1     2.2     3.3     4.5     5.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.3    24.1   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.8    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    13.3    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.3     7.0     7.0     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   206.7   164.3   693.2  1265.1  1654.3  1885.2  1944.3
            V     122.4   118.0   118.9   106.4    89.9    73.4    50.9    34.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   122.4   118.0   118.9   106.4    90.9    76.0    61.8    48.2
            M       0.0   212.7   169.4   693.2  1198.4  1523.1  1661.2  1625.5
Total     : M+      0.0   415.0   329.8  1396.3  2563.0  3377.5  3864.1  4009.1
            V     214.0   204.9   206.8   180.8   145.8   110.7    69.6    34.6
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   214.0   204.9   206.8   180.8   146.7   113.3    80.5    48.3
            M       0.0   421.0   334.9  1396.3  2496.3  3246.3  3640.1  3690.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   88.16   87.67   90.00
Self wt.  : M     638.8   556.5   419.2   227.1    53.5    67.3     0.0
(Max)       V       6.0    12.0    18.0    24.0    28.4    28.1    29.6
DL-Prec.  : M     108.3    94.4    71.1    38.5     9.1    11.4     0.0
DC(Max)     V       1.0     2.0     3.1     4.1     4.8     4.8     5.0
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     781.3   680.6   512.8   277.8    65.4    82.3     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    34.7    34.3    36.2
Diaphragm : M       4.5     3.3     2.2     1.1     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     287.4   250.3   188.6   102.2    24.1    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.8    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    13.3    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.3
LL + I    : M+   1885.2  1654.3  1265.1   693.2   164.3   206.7     0.0
            V      50.9    73.4    89.9   106.4   118.9   118.0   122.4
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    61.8    76.0    90.9   106.4   118.9   118.0   122.4
            M    1661.2  1523.1  1198.4   693.2   169.4   212.7    -0.0
Total     : M+   3864.1  3377.5  2563.0  1396.3   329.8   415.0     0.0
            V      69.6   110.7   145.8   180.8   206.8   204.9   214.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    80.5   113.3   146.7   180.8   206.8   204.9   214.0
            M    3640.1  3246.3  2496.3  1396.3   334.9   421.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.6             29.6
Deck+Haunch            36.2             36.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.0              5.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           36.7             36.7
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    67.3    53.5   227.1   419.2   556.5   638.8   666.2
(Max)       V      29.6    28.1    28.4    24.0    18.0    12.0     6.0     0.0
DL-Prec.  : M       0.0    11.4     9.1    38.5    71.1    94.4   108.3   113.0
DC(Max)     V       5.0     4.8     4.8     4.1     3.1     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.3    65.4   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    34.7    29.4    22.1    14.7     7.4     0.0
Diaphragm : M       0.0     0.3     0.2     1.1     2.2     3.3     4.5     5.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.3    24.1   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.8    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    13.3    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.3     7.0     7.0     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   165.4   131.5   554.6  1012.1  1323.4  1508.2  1555.4
            V      97.9    94.4    95.1    85.1    71.9    58.8    40.7    27.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    97.9    94.4    95.1    85.1    72.7    60.8    49.4    38.6
            M       0.0   170.1   135.5   554.6   958.7  1218.5  1329.0  1300.4
Total     : M+      0.0   373.7   297.0  1257.6  2310.0  3046.6  3487.0  3620.2
            V     189.5   181.3   183.0   159.5   127.8    96.0    59.4    27.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   189.5   181.3   183.0   159.5   128.5    98.1    68.1    38.7
            M       0.0   378.4   301.0  1257.6  2256.7  2941.7  3307.8  3365.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   88.16   87.67   90.00
Self wt.  : M     638.8   556.5   419.2   227.1    53.5    67.3     0.0
(Max)       V       6.0    12.0    18.0    24.0    28.4    28.1    29.6
DL-Prec.  : M     108.3    94.4    71.1    38.5     9.1    11.4     0.0
DC(Max)     V       1.0     2.0     3.1     4.1     4.8     4.8     5.0
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     781.3   680.6   512.8   277.8    65.4    82.3     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    34.7    34.3    36.2
Diaphragm : M       4.5     3.3     2.2     1.1     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     287.4   250.3   188.6   102.2    24.1    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.8    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    13.3    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.3
LL + I    : M+   1508.2  1323.4  1012.1   554.6   131.5   165.4     0.0
            V      40.7    58.8    71.9    85.1    95.1    94.4    97.9
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    49.4    60.8    72.7    85.1    95.1    94.4    97.9
            M    1329.0  1218.5   958.7   554.6   135.5   170.1    -0.0
Total     : M+   3487.0  3046.6  2310.0  1257.6   297.0   373.7     0.0
            V      59.4    96.0   127.8   159.5   183.0   181.3   189.5
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    68.1    98.1   128.5   159.5   183.0   181.3   189.5
            M    3307.8  2941.7  2256.7  1257.6   301.0   378.4    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    84.1    66.8   283.9   524.0   695.6   798.5   832.8
(Max)       V      37.0    35.1    35.5    30.0    22.5    15.0     7.5     0.0
Self wt.  : M       0.0    60.6    48.1   204.4   377.3   500.8   574.9   599.6
(Min)       V      26.6    25.3    25.6    21.6    16.2    10.8     5.4     0.0
DL-Prec.  : M       0.0    14.3    11.3    48.1    88.9   117.9   135.4   141.2
DC(Max)     V       6.3     6.0     6.0     5.1     3.8     2.5     1.3     0.0
DL-Prec.  : M       0.0    10.3     8.2    34.7    64.0    84.9    97.5   101.7
DC(Min)     V       4.5     4.3     4.3     3.7     2.8     1.8     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   102.9    81.8   347.2   641.0   850.8   976.6  1018.6
Haunch (Max)V      45.3    42.9    43.4    36.8    27.6    18.4     9.2     0.0
Deck +    : M       0.0    74.1    58.9   250.0   461.5   612.5   703.2   733.4
Haunch (Min)V      32.6    30.9    31.3    26.5    19.8    13.2     6.6     0.0
Diaphragm : M       0.0     0.4     0.3     1.3     2.8     4.2     5.6     7.0
(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     1.0     2.0     3.0     4.0     5.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.8    30.1   127.7   235.7   312.9   359.2   374.6
DC(Max)     V      16.7    15.8    16.0    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    27.2    21.7    92.0   169.7   225.3   258.6   269.7
DC(Min)     V      12.0    11.4    11.5     9.7     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    25.1    19.9    84.6   156.1   207.2   237.8   248.1
DW(Max)     V      11.0    10.5    10.6     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    10.9     8.6    36.6    67.6    89.8   103.1   107.5
DW(Min)     V       4.8     4.5     4.6     3.9     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   361.8   287.6  1213.2  2213.9  2895.0  3299.2  3402.5
            V     214.2   206.4   208.1   186.1   157.3   128.5    89.1    60.3
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   214.2   206.4   208.1   186.1   159.0   133.0   108.2    84.3
            M       0.0   372.2   296.5  1213.2  2097.2  2665.4  2907.2  2844.6
Total     : M+      0.0   626.3   497.8  2106.1  3862.3  5083.5  5812.3  6024.8
            V     330.5   316.8   319.7   280.7   228.3   175.9   112.9    60.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   330.5   316.8   319.7   280.7   229.9   180.4   131.9    84.5
            M       0.0   636.7   506.7  2106.1  3745.6  4854.0  5420.3  5466.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   88.16   87.67   90.00
Self wt.  : M     798.5   695.6   524.0   283.9    66.8    84.1     0.0
(Max)       V       7.5    15.0    22.5    30.0    35.5    35.1    37.0
Self wt.  : M     574.9   500.8   377.3   204.4    48.1    60.6     0.0
(Min)       V       5.4    10.8    16.2    21.6    25.6    25.3    26.6
DL-Prec.  : M     135.4   117.9    88.9    48.1    11.3    14.3     0.0
DC(Max)     V       1.3     2.5     3.8     5.1     6.0     6.0     6.3
DL-Prec.  : M      97.5    84.9    64.0    34.7     8.2    10.3     0.0
DC(Min)     V       0.9     1.8     2.8     3.7     4.3     4.3     4.5
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     976.6   850.8   641.0   347.2    81.8   102.9     0.0
Haunch (Max)V       9.2    18.4    27.6    36.8    43.4    42.9    45.3
Deck +    : M     703.2   612.5   461.5   250.0    58.9    74.1     0.0
Haunch (Min)V       6.6    13.2    19.8    26.5    31.3    30.9    32.6
Diaphragm : M       5.6     4.2     2.8     1.3     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.0     3.0     2.0     1.0     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     359.2   312.9   235.7   127.7    30.1    37.8     0.0
DC(Max)     V       3.4     6.8    10.1    13.5    16.0    15.8    16.7
DL-Comp   : M     258.6   225.3   169.7    92.0    21.7    27.2     0.0
DC(Min)     V       2.4     4.9     7.3     9.7    11.5    11.4    12.0
DL-Comp   : M     237.8   207.2   156.1    84.6    19.9    25.1     0.0
DW(Max)     V       2.2     4.5     6.7     9.0    10.6    10.5    11.0
DL-Comp   : M     103.1    89.8    67.6    36.6     8.6    10.9     0.0
DW(Min)     V       1.0     1.9     2.9     3.9     4.6     4.5     4.8
LL + I    : M+   3299.2  2895.0  2213.9  1213.2   287.6   361.8     0.0
            V      89.1   128.5   157.3   186.1   208.1   206.4   214.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   108.2   133.0   159.0   186.1   208.1   206.4   214.2
            M    2907.2  2665.4  2097.2  1213.2   296.5   372.2    -0.0
Total     : M+   5812.3  5083.5  3862.3  2106.1   497.8   626.3     0.0
            V     112.9   175.9   228.3   280.7   319.7   316.8   330.5
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   131.9   180.4   229.9   280.7   319.7   316.8   330.5
            M    5420.3  4854.0  3745.6  2106.1   506.7   636.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.0             37.0
Deck+Haunch            45.3             45.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            6.3              6.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           55.1             55.1
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    1.84    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    67.3    53.5   227.1   419.2   556.5   638.8   666.2
(Max)       V      29.6    28.1    28.4    24.0    18.0    12.0     6.0     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    11.4     9.1    38.5    71.1    94.4   108.3   113.0
DC(Max)     V       5.0     4.8     4.8     4.1     3.1     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    82.3    65.4   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    34.7    29.4    22.1    14.7     7.4     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     1.1     2.2     3.3     4.5     5.6
(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    30.3    24.1   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.8    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    16.7    13.3    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.3     7.0     7.0     6.0     4.5     3.0     1.5     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   206.8   164.6   684.6  1219.1  1586.9  1772.0  1745.3
            V     123.4   119.1   120.0   107.9    92.4    70.9    55.4    39.9
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   123.4   119.1   120.0   107.9    92.4    77.0    61.5    46.0
            M       0.0   206.8   164.6   684.6  1219.1  1541.9  1652.9  1552.1
Total     : M+      0.0   415.1   330.1  1387.7  2517.1  3310.1  3750.8  3810.1
            V     215.0   206.0   207.9   182.3   148.3   108.1    74.1    40.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   215.0   206.0   207.9   182.3   148.3   114.2    80.2    46.2
            M       0.0   415.1   330.1  1387.7  2517.1  3265.1  3631.7  3616.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   88.16   87.67   90.00
Self wt.  : M     638.8   556.5   419.2   227.1    53.5    67.3     0.0
(Max)       V       6.0    12.0    18.0    24.0    28.4    28.1    29.6
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     108.3    94.4    71.1    38.5     9.1    11.4     0.0
DC(Max)     V       1.0     2.0     3.1     4.1     4.8     4.8     5.0
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     781.3   680.6   512.8   277.8    65.4    82.3     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    34.7    34.3    36.2
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       4.5     3.3     2.2     1.1     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     287.4   250.3   188.6   102.2    24.1    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.8    12.6    13.3
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     158.6   138.1   104.1    56.4    13.3    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1772.0  1586.9  1219.1   684.6   164.6   206.8     0.0
            V      55.4    70.9    92.4   107.9   120.0   119.1   123.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.5    77.0    92.4   107.9   120.0   119.1   123.4
            M    1652.9  1541.9  1219.1   684.6   164.6   206.8     0.0
Total     : M+   3750.8  3310.1  2517.1  1387.7   330.1   415.1     0.0
            V      74.1   108.1   148.3   182.3   207.9   206.0   215.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    80.2   114.2   148.3   182.3   207.9   206.0   215.0
            M    3631.7  3265.1  2517.1  1387.7   330.1   415.1     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67   31.97
 
Beam-Self
Precast-top    0.197   0.557   0.984   1.283   1.460   1.521   1.386 
Bottom        -0.170  -0.477  -0.836  -1.080  -1.224  -1.275  -1.164 
 
Prestress
Precast-top   -0.077  -0.348  -0.743  -1.130  -1.319  -1.319  -1.319 
Bottom         4.571   4.790   5.105   5.407   5.552   5.552   5.552 
 
Total
Precast-top    0.120   0.209   0.241   0.153   0.141   0.202   0.067 
Bottom         4.401   4.312   4.269   4.327   4.329   4.278   4.388 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.50 %)
             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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top    0.005  -0.068  -0.041  -0.304  -0.650  -0.988  -1.154  -1.154
Bottom         0.927   3.999   3.377   4.191   4.467   4.731   4.858   4.858
 
Self wt.
Precast-top   -0.000   0.152   0.121   0.512   0.940   1.238   1.416   1.477
Bottom        -0.000  -0.131  -0.105  -0.439  -0.798  -1.043  -1.187  -1.238
 
DL-Prec (DC)
Precast-top   -0.000   0.026   0.021   0.087   0.159   0.210   0.240   0.250
Bottom        -0.000  -0.022  -0.018  -0.074  -0.135  -0.177  -0.201  -0.210
 
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   0.010   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   0.186   0.148   0.626   1.149   1.515   1.732   1.806
Bottom        -0.000  -0.160  -0.129  -0.537  -0.976  -1.275  -1.452  -1.514
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.013   0.055   0.102   0.134   0.154   0.160
Precast-top   -0.000   0.010   0.008   0.035   0.065   0.086   0.098   0.103
Bottom        -0.000  -0.036  -0.029  -0.121  -0.221  -0.290  -0.332  -0.346
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.031   0.056   0.074   0.085   0.088
Precast-top   -0.000   0.006   0.005   0.019   0.036   0.047   0.054   0.057
Bottom        -0.000  -0.020  -0.016  -0.067  -0.122  -0.160  -0.183  -0.191
 
LL+I(+)
Topping-top   -0.000   0.112   0.089   0.375   0.682   0.886   1.007   1.039
Precast-top   -0.000   0.071   0.057   0.239   0.435   0.567   0.645   0.665
Bottom        -0.000  -0.246  -0.197  -0.819  -1.481  -1.919  -2.176  -2.244
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.138   0.110   0.461   0.839   1.095   1.246   1.287 
Precast-top    0.005   0.385   0.318   1.217   2.139   2.682   3.041   3.216 
Bottom         0.927   3.383   2.882   2.133   0.729  -0.139  -0.681  -0.895 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.026   0.020   0.086   0.158   0.208   0.238   0.248 
Precast-top    0.005   0.314   0.262   0.978   1.703   2.115   2.396   2.550 
Bottom         0.927   3.629   3.080   2.952   2.210   1.779   1.496   1.349 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67   31.97
 
Beam-Self
Precast-top    0.197   0.557   0.984   1.283   1.460   1.521   1.386 
Bottom        -0.170  -0.477  -0.836  -1.080  -1.224  -1.275  -1.164 
 
Prestress
Precast-top   -0.077  -0.348  -0.743  -1.130  -1.319  -1.319  -1.319 
Bottom         4.571   4.790   5.105   5.407   5.552   5.552   5.552 
 
Total
Precast-top    0.120   0.209   0.241   0.153   0.141   0.202   0.067 
Bottom         4.401   4.312   4.269   4.327   4.329   4.278   4.388 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.50 %)
             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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top    0.005  -0.068  -0.041  -0.304  -0.650  -0.988  -1.154  -1.154
Bottom         0.927   3.999   3.377   4.191   4.467   4.731   4.858   4.858
 
Self wt.
Precast-top   -0.000   0.152   0.121   0.512   0.940   1.238   1.416   1.477
Bottom        -0.000  -0.131  -0.105  -0.439  -0.798  -1.043  -1.187  -1.238
 
DL-Prec (DC)
Precast-top   -0.000   0.026   0.021   0.087   0.159   0.210   0.240   0.250
Bottom        -0.000  -0.022  -0.018  -0.074  -0.135  -0.177  -0.201  -0.210
 
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   0.010   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   0.186   0.148   0.626   1.149   1.515   1.732   1.806
Bottom        -0.000  -0.160  -0.129  -0.537  -0.976  -1.275  -1.452  -1.514
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.013   0.055   0.102   0.134   0.154   0.160
Precast-top   -0.000   0.010   0.008   0.035   0.065   0.086   0.098   0.103
Bottom        -0.000  -0.036  -0.029  -0.121  -0.221  -0.290  -0.332  -0.346
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.007   0.031   0.056   0.074   0.085   0.088
Precast-top   -0.000   0.006   0.005   0.019   0.036   0.047   0.054   0.057
Bottom        -0.000  -0.020  -0.016  -0.067  -0.122  -0.160  -0.183  -0.191
 
LL+I(+)
Topping-top   -0.000   0.090   0.072   0.300   0.545   0.709   0.806   0.831
Precast-top   -0.000   0.057   0.045   0.191   0.348   0.454   0.516   0.532
Bottom        -0.000  -0.196  -0.158  -0.655  -1.185  -1.535  -1.741  -1.795
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.115   0.092   0.386   0.703   0.917   1.044   1.080 
Precast-top    0.005   0.371   0.307   1.169   2.052   2.569   2.912   3.083 
Bottom         0.927   3.432   2.922   2.297   1.025   0.244  -0.245  -0.446 
 

 
 
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    8.47   17.60   26.73   35.87   45.00
F_LL+I(+)
Topping-top   -0.000   0.112   0.090   0.371   0.657   0.850   0.947   0.933
Precast-top   -0.000   0.071   0.057   0.236   0.419   0.544   0.606   0.597
Bottom        -0.000  -0.246  -0.198  -0.809  -1.427  -1.841  -2.045  -2.015
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.125   0.100   0.414   0.736   0.954   1.066   1.057 
Precast-top    0.003   0.228   0.188   0.725   1.271   1.602   1.804   1.873 
Bottom         0.464   1.569   1.342   0.667  -0.322  -0.951  -1.298  -1.340 
 

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
    330.5    6.5   40.6    0.969   4.1   6.00e-3 50.0    342.1     2.031    4.224      0.00
      0.0    1.0   40.2     42.0 0.164      21.0 0.87    12.00     0.120    1.521 
Transfer:   3.00
    316.8    6.5   40.6    4.362  18.6  -0.07e-3 28.8    217.1     0.619    1.760      0.00
    636.7    4.3   38.5    189.0 0.157     116.4 5.05    12.00     0.120    1.563 
Critical:   3.86
    311.5    6.5   40.6    4.594  18.6  -0.08e-3 28.7    210.0     0.600    1.320      0.00
    842.8    4.5   38.4    189.0 0.154     117.5 5.11    12.00     0.120    1.585 
0.1L    :   9.13
    280.7    6.5   38.7    6.733  18.6  -0.09e-3 28.7    183.3     0.561    0.827      0.00
   2106.1    5.8   35.8    189.0 0.148     110.0 5.13    12.00     0.120    1.279 
0.2L    :  18.27
    229.9    6.5   38.2    8.246  18.6  -0.02e-3 28.9    134.9     0.426    0.620      0.00
   3745.6    6.3   35.0    189.0 0.122     102.0 4.86    24.00     0.120    1.241 
0.3L    :  27.40
    180.4    6.5   39.6    8.246  18.6   0.86e-3 32.0    118.0     0.404    0.496      0.00
   4854.0    6.4   36.5    189.0 0.090      63.8 2.92    24.00     0.120    1.133 
0.4L    :  36.53
    131.9    6.5   40.4    8.246   0.0   1.38e-3 33.8     94.0     0.339    0.413      0.00
   5420.3    6.4   37.2    189.0 0.071      52.6 2.36    24.00     0.120    1.142 
0.5L    :  45.67
     84.5    6.5   40.4    8.246   0.0   1.24e-3 33.3     38.5     0.136    0.413      0.00
   5466.9    6.4   37.2    189.0 0.046      55.4 2.49    24.00     0.120    1.834 
0.6L    :  54.80
    131.9    6.5   40.4    8.246   0.0   1.38e-3 33.8     94.0     0.339    0.413      0.00
   5420.3    6.4   37.2    189.0 0.071      52.6 2.36    24.00     0.120    1.142 
0.7L    :  63.93
    180.4    6.5   39.6    8.246  18.6   0.86e-3 32.0    118.0     0.404    0.496      0.00
   4854.0    6.4   36.5    189.0 0.090      63.8 2.92    24.00     0.120    1.133 
0.8L    :  73.07
    229.9    6.5   38.2    8.246  18.6  -0.02e-3 28.9    134.9     0.426    0.620      0.00
   3745.6    6.3   35.0    189.0 0.122     102.0 4.86    24.00     0.120    1.241 
0.9L    :  82.20
    280.7    6.5   38.7    6.733  18.6  -0.09e-3 28.7    183.3     0.561    0.827      0.00
   2106.1    5.8   35.8    189.0 0.148     110.0 5.13    12.00     0.120    1.279 
Critical:  87.47
    311.5    6.5   40.6    4.594  18.6  -0.08e-3 28.7    210.0     0.600    1.320      0.00
    842.8    4.5   38.4    189.0 0.154     117.5 5.11    12.00     0.120    1.585 
Transfer:  88.33
    316.8    6.5   40.6    4.362  18.6  -0.07e-3 28.8    217.1     0.619    1.760      0.00
    636.7    4.3   38.5    189.0 0.157     116.4 5.05    12.00     0.120    1.563 
Bearing :  90.67
    330.5    6.5   40.6    0.969   4.1   6.00e-3 50.0    342.1     2.031    4.224      0.00
      0.0    1.0   40.2     42.0 0.164      21.0 0.87    12.00     0.120    1.521 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1616.38
fs,         ksi =   20.00
h/4,         in =    9.00
Abrst_rqrd, in2 =    3.23
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    330.5      9.15     40.65    0.99       40.15    24.00      0.300      2.299      0.149      4.224 
Transfer:      2.33
    316.8      9.15     40.65    4.32       38.49    24.00      0.300      2.299      0.149      1.760 
Critical:      3.20
    311.7      9.02     40.65    4.54       38.38    24.00      0.300      2.258      0.125      1.320 
0.1L    :      8.47
    280.7      8.71     38.70    5.81       35.80    24.00      0.300      2.154      0.062      0.827 
0.2L    :     17.60
    229.9      7.30     38.19    6.35       35.02    24.00      0.300      1.682      0.000      0.620 
0.3L    :     26.73
    180.4      5.50     39.63    6.36       36.45    24.00      0.300      1.083      0.000      0.496 
0.4L    :     35.87
    131.9      3.94     40.36    6.37       37.17    24.00      0.300      0.564      0.000      0.413 
0.5L    :     45.00
     84.5      2.53     40.36    6.37       37.17    24.00      0.300      0.092      0.000      0.413 
0.6L    :     54.13
    131.9      3.94     40.36    6.37       37.17    24.00      0.300      0.564      0.000      0.413 
0.7L    :     63.27
    180.4      5.50     39.63    6.36       36.45    24.00      0.300      1.083      0.000      0.496 
0.8L    :     72.40
    229.9      7.30     38.19    6.35       35.02    24.00      0.300      1.682      0.000      0.620 
0.9L    :     81.53
    280.7      8.71     38.70    5.81       35.80    24.00      0.300      2.154      0.062      0.827 
Critical:     86.80
    311.7      9.02     40.65    4.54       38.38    24.00      0.300      2.258      0.125      1.320 
Transfer:     87.67
    316.8      9.15     40.65    4.32       38.49    24.00      0.300      2.299      0.149      1.760 
Bearing :     90.00
    330.5      9.15     40.65    0.99       40.15    24.00      0.300      2.299      0.149      4.224 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.47 ft
Prestress      :       1.804  1.80      3.248  2.20      3.969
Self Wt.       :      -0.597  1.85     -1.105  2.40     -1.433
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          :       1.207            2.143            2.537
 
At 0.2 x L = 17.60 ft
Prestress      :       3.236  1.80      5.825  2.20      7.119
Self Wt.       :      -1.118  1.85     -2.069  2.40     -2.684
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          :       2.118            3.756            4.435
 
At 0.3 x L = 26.73 ft
Prestress      :       4.251  1.80      7.653  2.20      9.353
Self Wt.       :      -1.514  1.85     -2.801  2.40     -3.634
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          :       2.737            4.852            5.720
 
At 0.4 x L = 35.87 ft
Prestress      :       4.865  1.80      8.758  2.20     10.704
Self Wt.       :      -1.763  1.85     -3.261  2.40     -4.230
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.103            5.497            6.474
 
At 0.5 x L = 45.00 ft
Prestress      :       5.084  1.80      9.151  2.20     11.184
Self Wt.       :      -1.851  1.85     -3.424  2.40     -4.442
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.233            5.727            6.742
 
At 0.6 x L = 54.13 ft
Prestress      :       4.865  1.80      8.758  2.20     10.704
Self Wt.       :      -1.763  1.85     -3.261  2.40     -4.230
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.103            5.497            6.474
 
At 0.7 x L = 63.27 ft
Prestress      :       4.251  1.80      7.653  2.20      9.353
Self Wt.       :      -1.514  1.85     -2.801  2.40     -3.634
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          :       2.737            4.852            5.720
 
At 0.8 x L = 72.40 ft
Prestress      :       3.236  1.80      5.825  2.20      7.119
Self Wt.       :      -1.118  1.85     -2.069  2.40     -2.684
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          :       2.118            3.756            4.435
 
At 0.9 x L = 81.53 ft
Prestress      :       1.804  1.80      3.248  2.20      3.969
Self Wt.       :      -0.597  1.85     -1.105  2.40     -1.433
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          :       1.207            2.143            2.537
 

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
   626.3    35.8  5.525  259.3    5.1   4.32   4012.8  0.022T 1.00       -       -     -     -  
H/2     :   1.84
   497.8    35.7  4.623  260.9    4.3   3.64   3406.1  0.027T 1.00       -       -     -     -  
0.1L    :   8.47
  2106.1    36.7  7.525  255.9    6.8   5.81   5431.6  0.016T 1.00       -       -     -     -  
0.2L    :  17.60
  3862.3    38.2  8.246  255.2    7.5   6.35   6140.9  0.014T 1.00   4523.8  4523.8    1.36    -  
0.3L    :  26.73
  5083.5    39.6  8.246  255.7    7.5   6.36   6405.7  0.014T 1.00   4630.5  4630.5    1.38    -  
0.4L    :  35.87
  5812.3    40.4  8.246  256.0    7.5   6.37   6538.2  0.014T 1.00   4665.2  4665.2    1.40    -  
0.5L    :  45.00
  6024.8    40.4  8.246  256.0    7.5   6.37   6538.2  0.014T 1.00   4624.5  4624.5    1.41    -  
0.6L    :  54.13
  5812.3    40.4  8.246  256.0    7.5   6.37   6538.2  0.014T 1.00   4665.2  4665.2    1.40    -  
0.7L    :  63.27
  5083.5    39.6  8.246  255.7    7.5   6.36   6405.7  0.014T 1.00   4630.5  4630.5    1.38    -  
0.8L    :  72.40
  3862.3    38.2  8.246  255.2    7.5   6.35   6140.9  0.014T 1.00   4523.8  4523.8    1.36    -  
0.9L    :  81.53
  2106.1    36.7  7.525  255.9    6.8   5.81   5431.6  0.016T 1.00       -       -     -     -  
H/2     :  88.16
   497.8    35.7  4.623  260.9    4.3   3.64   3406.1  0.027T 1.00       -       -     -     -  
Transfer:  87.67
   626.3    35.8  5.525  259.3    5.1   4.32   4012.8  0.022T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 5; Groups 1-19; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.090
        M   2.00 Fb     0.160
 
  2   2 E  32.00 Ft     0.427
        M   8.00 Fb     0.106
 
  3   2 E  30.00 Ft     0.732
        M   6.00 Fb     0.080
 
  4   2 E  28.00 Ft     1.005
        M   4.00 Fb     0.082
 
  5   2 E  26.00 Ft     1.245
        M   2.00 Fb     0.112
 
  6   2 E   6.00 Ft     1.202
        M   6.00 Fb     0.386
 
  7   2 E   6.00 Ft     1.158
        M   6.00 Fb     0.661
 
  8   2 E   6.00 Ft     1.114
        M   6.00 Fb     0.936
 
  9   2 E   4.00 Ft     1.038
        M   4.00 Fb     1.238
 
 10   2 E   4.00 Ft     0.963
        M   4.00 Fb     1.541
 
 11   2 E   4.00 Ft     0.887
        M   4.00 Fb     1.843
 
 12   2 E   4.00 Ft     0.811
        M   4.00 Fb     2.146
 
 13   2 E   4.00 Ft     0.735
        M   4.00 Fb     2.448
 
 14   2 E   4.00 Ft     0.660
        M   4.00 Fb     2.750
 
 15   2 E   2.00 Ft     0.552
        M   2.00 Fb     3.080
 
 16   2 E   2.00 Ft     0.444
        M   2.00 Fb     3.410
 
 17   2 E   2.00 Ft     0.336
        M   2.00 Fb     3.740
 
 18   2 E   2.00 Ft     0.228
        M   2.00 Fb     4.070
 
 19   2 E   2.00 Ft     0.120
        M   2.00 Fb     4.401
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTB         
Precast Length, ft: 91.33            Release Length, ft: 91.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  38
No. of strands, Draped:   8           No. of strands, Straight:  30
Concrete Strength, f'ci:   7.5  ksi        f'c:   8.5 ksi  f'ct   4.0 ksi
Initial losses:  9.44 %               Final losses: 13.10 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.875       4.401     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.120       Trans
      Precast Top w/ reinf. (tension)      -0.657           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6538.21     6024.79     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   1.287     Midspan    1.800   0.248     Midspan
    Pre.Top:   5.100   3.216     Midspan    3.825   2.550     Midspan
    Pre.Bot:   5.100   3.383    Transfer    3.825   3.629    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.554   0.005     Bearing
    Pre.Bot:  -0.554  -0.446     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.400   1.873     Midspan
    Pre.Bot:                                                             3.400   1.569    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.084  1.80      9.151  2.20     11.184
Self Wt.       :      -1.851  1.85     -3.424  2.40     -4.442
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       3.233            5.727            6.742
 
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

