 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTD75 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 75 feet, girder spacing is 9.25 feet, and deck overhang width is 3 feet 
                     and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) The hold-down location is at 0.4*(beam length)
                     (9) The beam lifting and supporting points are both assumed are 2 feet and 3.75 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 5 ksi and 6 ksi, respectively.
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_97.tmp\BTD75-0_40\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
Number of spans         =            1
Number of lanes         =            3
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   3542474.00
 
SPAN DATA
---------
Precast length    , ft =     76.333
Bearing-to-bearing, ft =     75.000
Release span      , ft =     76.333
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTD    3.500    748.8   285860.0  54.00  24.64  34.00   8.125
 2               IA-BTD    9.250    748.8   285860.0  54.00  24.64  34.00   9.250
 3               IA-BTD    9.250    748.8   285860.0  54.00  24.64  34.00   9.250
 4               IA-BTD    9.250    748.8   285860.0  54.00  24.64  34.00   9.250
 5               IA-BTD    9.250    748.8   285860.0  54.00  24.64  34.00   8.125
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      6.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4877.010        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      5.000 
Eci ,ksi      =   4592.230
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.40L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: NO
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.035    0.00       0.035   75.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   75.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   75.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   75.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   75.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   75.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   75.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   75.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   75.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   75.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   75.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   37.500
   1    2        0.500   37.500
   1    3        0.500   37.500
   1    4        0.500   37.500
   1    5        0.250   37.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   75.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   75.00   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    0.067     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
-----------------------------------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              5.00 ksi 
  Elasticity          4592.2 ksi 
  Max comp              3.25 ksi 
  Outer      15.00 %             
  Max tens             -0.54 ksi 
  Max tens,  w/reinf   -0.54 ksi 
  Center     70.00 %             
  Max tens             -0.54 ksi 
  Max tens,  w/reinf   -0.54 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      6.00 ksi    4.00 ksi 
  Elasticity 4877.01 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.60 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.70 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.40 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.47 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    5.00        6.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 30.53 ft from member end )
 
END PATTERN (Ycg = 8.67 in):
 
  10 @  2.000 in 6 @  6.000 in 2 @ 50.000 in  
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
 
  2 @  4.000 in    
 
(B) Straight:
 
  10 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    3.00  0.1250  0.3750 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.3750  2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  2.2500  2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.6670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  7.9170 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.9170 10.9170 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.9170 14.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 14.1670 62.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 62.1663 65.4163 Yes       
       2 US#5[M16]  60.0  0.62   12.00 65.4163 68.4163 Yes       
       2 US#5[M16]  60.0  0.62    9.00 68.4163 70.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 70.6663 73.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 73.6663 74.0833 Yes       
       2 US#6[M19]  60.0  0.88    4.50 74.0833 75.9583 Yes       
       2 US#6[M19]  60.0  0.88    3.00 75.9583 76.2083 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 76.3330       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:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 30.53 ft from member end )
 
END PATTERN (Ycg = 8.67 in):
 
  10 @  2.000 in 6 @  6.000 in 2 @ 50.000 in  
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
 
  2 @  4.000 in    
 
(B) Straight:
 
  10 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    3.00  0.1250  0.3750 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.3750  2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  2.2500  2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.6670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  7.9170 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.9170 10.9170 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.9170 14.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 14.1670 62.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 62.1663 65.4163 Yes       
       2 US#5[M16]  60.0  0.62   12.00 65.4163 68.4163 Yes       
       2 US#5[M16]  60.0  0.62    9.00 68.4163 70.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 70.6663 73.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 73.6663 74.0833 Yes       
       2 US#6[M19]  60.0  0.88    4.50 74.0833 75.9583 Yes       
       2 US#6[M19]  60.0  0.88    3.00 75.9583 76.2083 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 76.3330       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:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 30.53 ft from member end )
 
END PATTERN (Ycg = 8.67 in):
 
  10 @  2.000 in 6 @  6.000 in 2 @ 50.000 in  
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
 
  2 @  4.000 in    
 
(B) Straight:
 
  10 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    3.00  0.1250  0.3750 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.3750  2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  2.2500  2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.6670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  7.9170 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.9170 10.9170 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.9170 14.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 14.1670 62.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 62.1663 65.4163 Yes       
       2 US#5[M16]  60.0  0.62   12.00 65.4163 68.4163 Yes       
       2 US#5[M16]  60.0  0.62    9.00 68.4163 70.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 70.6663 73.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 73.6663 74.0833 Yes       
       2 US#6[M19]  60.0  0.88    4.50 74.0833 75.9583 Yes       
       2 US#6[M19]  60.0  0.88    3.00 75.9583 76.2083 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 76.3330       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:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 30.53 ft from member end )
 
END PATTERN (Ycg = 8.67 in):
 
  10 @  2.000 in 6 @  6.000 in 2 @ 50.000 in  
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
 
  2 @  4.000 in    
 
(B) Straight:
 
  10 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    3.00  0.1250  0.3750 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.3750  2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  2.2500  2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.6670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  7.9170 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.9170 10.9170 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.9170 14.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 14.1670 62.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 62.1663 65.4163 Yes       
       2 US#5[M16]  60.0  0.62   12.00 65.4163 68.4163 Yes       
       2 US#5[M16]  60.0  0.62    9.00 68.4163 70.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 70.6663 73.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 73.6663 74.0833 Yes       
       2 US#6[M19]  60.0  0.88    4.50 74.0833 75.9583 Yes       
       2 US#6[M19]  60.0  0.88    3.00 75.9583 76.2083 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 76.3330       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:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 30.53 ft from member end )
 
END PATTERN (Ycg = 8.67 in):
 
  10 @  2.000 in 6 @  6.000 in 2 @ 50.000 in  
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
 
  2 @  4.000 in    
 
(B) Straight:
 
  10 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    3.00  0.1250  0.3750 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.3750  2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  2.2500  2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.6670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  7.9170 Yes       
       2 US#5[M16]  60.0  0.62   12.00  7.9170 10.9170 Yes       
       2 US#5[M16]  60.0  0.62   15.00 10.9170 14.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 14.1670 62.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 62.1663 65.4163 Yes       
       2 US#5[M16]  60.0  0.62   12.00 65.4163 68.4163 Yes       
       2 US#5[M16]  60.0  0.62    9.00 68.4163 70.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 70.6663 73.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 73.6663 74.0833 Yes       
       2 US#6[M19]  60.0  0.88    4.50 74.0833 75.9583 Yes       
       2 US#6[M19]  60.0  0.88    3.00 75.9583 76.2083 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 76.3330       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTD                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   75.00
     DC  Line       0.052      0.00       0.052   75.00
     DC  Line       0.076      0.00       0.076   75.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    37.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 76.333 ft
Release length = 76.333 ft
Design  length = 75.000 ft
 
Kern points:
------------
Upper    =   40.13 in
Lower    =   11.64 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.783   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.905   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.997   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 1
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        748.8 in2           1424.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           691516 in4#
Ht. of c.g.           =        24.64 in             40.60 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        780.0 plf           1584.8 plf   
Mom. of Inertia (Iyy) =      36372.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59     6.97    14.60    22.23    29.87    37.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    753.3    769.1    769.1    769.1    769.1    769.1    769.1    769.1
  Yb      ,  in    24.54    24.20    24.20    24.18    24.15    24.12    24.08    24.08
  MI(Ixx) , in4   287022   291234   291262   291752   292657   293627   294661   294661
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1428.9   1443.6   1443.6   1443.6   1443.6   1443.6   1443.6   1443.6
  Yb      ,  in    40.51    40.18    40.18    40.17    40.15    40.13    40.12    40.12
  MI(Ixx) , in4   695821   711161   711213   712111   713727   715403   717140   717140

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
 Outer  15.00 %:
  Max tens           =      -0.54 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 Center  70.00 %:
  Max tens           =      -0.54 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 30.53 ft from member end )
END PATTERN (Ycg = 8.67 in):
    10 @  2.000 in     6 @  6.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.885 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.856 ft
Holddown Force        =  10.597 kips     Beam Shrtng (PL/AE)   =      0.199 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)       
--------------------------------------------------------------------------------------
      1374.958         740 1017.469     14.701 59540.098   870.417     483.183        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.3750      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      7.9170    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.9170     10.9170    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.9170     14.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      14.1670     62.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      62.1663     65.4163    Yes
      2      US#5[M16]       60.00        0.62      12.00      65.4163     68.4163    Yes
      2      US#5[M16]       60.00        0.62       9.00      68.4163     70.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      70.6663     73.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00      73.6663     74.0833    Yes
      2      US#6[M19]       60.00        0.88       4.50      74.0833     75.9583    Yes
      2      US#6[M19]       60.00        0.88       3.00      75.9583     76.2083    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 76.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  3.56 in
         P_init    =      765.7 kips  Ecc = 21.08 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.50 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.530 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.35 ksi    0.00 ksi
    due to Composite Loads                                 -1.15 ksi    0.00 ksi
    due to Live Loads                                      -4.29 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.52 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.50 ksi  ( 4.84 %)            12.13 ksi ( 6.19 %)
Total Prestress Losses                                    21.63 ksi (11.03 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.4 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    66.1    73.2   184.8   343.9   457.5   525.7   548.4
(Max)       V      29.3    27.4    27.2    23.8    17.9    11.9     6.0     0.0
DL-Prec.  : M       0.0    13.9    15.4    38.8    72.1    95.9   110.2   115.0
DC(Max)     V       6.1     5.8     5.7     5.0     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    68.2    75.6   190.7   354.9   472.1   542.4   565.9
Haunch (Max)V      30.2    28.3    28.1    24.6    18.4    12.3     6.1     0.0
Diaphragm : M       0.0     0.3     0.3     0.9     1.8     2.8     3.7     4.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.1    27.8    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.8    15.3    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.7     5.0     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   192.9   213.6   535.3   981.4  1280.7  1457.6  1498.6
            V     107.6   102.9   102.3    93.6    79.1    64.7    45.6    31.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   107.6   102.9   102.3    93.6    79.8    66.7    54.0    41.9
            M      -0.0   197.4   218.3   535.3   935.0  1189.6  1294.6  1259.0
Total     : M+      0.0   380.4   421.2  1059.3  1956.6  2578.5  2949.3  3055.5
            V     190.5   180.6   179.5   161.1   129.8    98.5    62.6    31.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   190.5   180.6   179.5   161.1   130.5   100.5    71.0    42.0
            M      -0.0   384.9   425.9  1059.3  1910.3  2487.4  2786.3  2815.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.41   72.67   75.00
Self wt.  : M     525.7   457.5   343.9   184.8    73.2    66.1     0.0
(Max)       V       6.0    11.9    17.9    23.8    27.2    27.4    29.3
DL-Prec.  : M     110.2    95.9    72.1    38.8    15.4    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.7     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     542.4   472.1   354.9   190.7    75.6    68.2     0.0
Haunch (Max)V       6.1    12.3    18.4    24.6    28.1    28.3    30.2
Diaphragm : M       3.7     2.8     1.8     0.9     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     199.5   173.6   130.5    70.1    27.8    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.3    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    15.3    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.7     5.7     6.1
LL + I    : M+   1457.6  1280.7   981.4   535.3   213.6   192.9     0.0
            V      45.6    64.7    79.1    93.6   102.3   102.9   107.6
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    54.0    66.7    79.8    93.6   102.3   102.9   107.6
            M    1294.6  1189.6   935.0   535.3   218.3   197.4    -0.0
Total     : M+   2949.3  2578.5  1956.6  1059.3   421.2   380.4     0.0
            V      62.6    98.5   129.8   161.1   179.5   180.6   190.5
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    71.0   100.5   130.5   161.1   179.5   180.6   190.5
            M    2786.3  2487.3  1910.3  1059.3   425.9   384.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.3             29.3
Deck+Haunch            30.2             30.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           30.6             30.6
Live                   87.0             87.0
        Truck          63.0             63.0
        Lane           24.0             24.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    66.1    73.2   184.8   343.9   457.5   525.7   548.4
(Max)       V      29.3    27.4    27.2    23.8    17.9    11.9     6.0     0.0
DL-Prec.  : M       0.0    13.9    15.4    38.8    72.1    95.9   110.2   115.0
DC(Max)     V       6.1     5.8     5.7     5.0     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    68.2    75.6   190.7   354.9   472.1   542.4   565.9
Haunch (Max)V      30.2    28.3    28.1    24.6    18.4    12.3     6.1     0.0
Diaphragm : M       0.0     0.3     0.3     0.9     1.8     2.8     3.7     4.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.1    27.8    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.8    15.3    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.7     5.0     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   154.3   170.9   428.2   785.1  1024.6  1166.1  1198.8
            V      86.0    82.3    81.9    74.8    63.3    51.8    36.5    25.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    86.0    82.3    81.9    74.8    63.9    53.4    43.2    33.5
            M      -0.0   157.9   174.6   428.2   748.0   951.6  1035.7  1007.2
Total     : M+      0.0   341.8   378.5   952.3  1760.4  2322.4  2657.8  2755.8
            V     169.0   160.1   159.1   142.4   114.0    85.6    53.5    25.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   169.0   160.1   159.1   142.4   114.6    87.2    60.2    33.6
            M      -0.0   345.4   382.3   952.3  1723.3  2249.4  2527.4  2564.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.41   72.67   75.00
Self wt.  : M     525.7   457.5   343.9   184.8    73.2    66.1     0.0
(Max)       V       6.0    11.9    17.9    23.8    27.2    27.4    29.3
DL-Prec.  : M     110.2    95.9    72.1    38.8    15.4    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.7     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     542.4   472.1   354.9   190.7    75.6    68.2     0.0
Haunch (Max)V       6.1    12.3    18.4    24.6    28.1    28.3    30.2
Diaphragm : M       3.7     2.8     1.8     0.9     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     199.5   173.6   130.5    70.1    27.8    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.3    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    15.3    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.7     5.7     6.1
LL + I    : M+   1166.1  1024.6   785.1   428.2   170.9   154.3     0.0
            V      36.5    51.8    63.3    74.8    81.9    82.3    86.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.2    53.4    63.9    74.8    81.9    82.3    86.0
            M    1035.7   951.6   748.0   428.2   174.6   157.9    -0.0
Total     : M+   2657.8  2322.4  1760.4   952.3   378.5   341.8     0.0
            V      53.5    85.6   114.0   142.4   159.1   160.1   169.0
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    60.2    87.2   114.6   142.4   159.1   160.1   169.0
            M    2527.4  2249.4  1723.3   952.3   382.3   345.4    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    82.7    91.6   231.1   429.9   571.9   657.1   685.5
(Max)       V      36.6    34.3    34.0    29.8    22.3    14.9     7.4     0.0
Self wt.  : M       0.0    59.5    65.9   166.4   309.5   411.8   473.1   493.6
(Min)       V      26.3    24.7    24.5    21.4    16.1    10.7     5.4     0.0
DL-Prec.  : M       0.0    17.3    19.2    48.5    90.2   119.9   137.8   143.8
DC(Max)     V       7.7     7.2     7.1     6.2     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0    12.5    13.8    34.9    64.9    86.4    99.2   103.5
DC(Min)     V       5.5     5.2     5.1     4.5     3.4     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
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    85.3    94.5   238.4   443.6   590.1   678.0   707.4
Haunch (Max)V      37.7    35.4    35.1    30.7    23.0    15.4     7.7     0.0
Deck +    : M       0.0    61.4    68.0   171.7   319.4   424.9   488.2   509.3
Haunch (Min)V      27.2    25.5    25.3    22.1    16.6    11.1     5.5     0.0
Diaphragm : M       0.0     0.4     0.4     1.1     2.3     3.5     4.7     5.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.8     1.6     2.5     3.4     4.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    31.4    34.7    87.7   163.1   217.0   249.4   260.2
DC(Max)     V      13.9    13.0    12.9    11.3     8.5     5.6     2.8     0.0
DL-Comp   : M       0.0    22.6    25.0    63.1   117.5   156.3   179.6   187.3
DC(Min)     V      10.0     9.4     9.3     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    20.8    23.0    58.1   108.0   143.7   165.1   172.3
DW(Max)     V       9.2     8.6     8.6     7.5     5.6     3.7     1.9     0.0
DL-Comp   : M       0.0     9.0    10.0    25.2    46.8    62.3    71.5    74.6
DW(Min)     V       4.0     3.7     3.7     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   337.6   373.8   936.7  1717.4  2241.3  2550.8  2622.5
            V     188.2   180.0   179.1   163.7   138.5   113.2    79.8    54.6
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   188.2   180.0   179.1   163.7   139.7   116.7    94.6    73.2
            M      -0.0   345.4   382.0   936.7  1636.3  2081.7  2265.5  2203.2
Total     : M+      0.0   575.4   637.1  1601.5  2954.5  3887.5  4442.9  4597.4
            V     293.4   278.7   277.0   249.4   202.8   156.2   101.4    54.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   293.4   278.7   277.0   249.4   204.0   159.6   116.1    73.4
            M      -0.0   583.2   645.4  1601.5  2873.4  3727.9  4157.7  4178.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.41   72.67   75.00
Self wt.  : M     657.1   571.9   429.9   231.1    91.6    82.7     0.0
(Max)       V       7.4    14.9    22.3    29.8    34.0    34.3    36.6
Self wt.  : M     473.1   411.8   309.5   166.4    65.9    59.5     0.0
(Min)       V       5.4    10.7    16.1    21.4    24.5    24.7    26.3
DL-Prec.  : M     137.8   119.9    90.2    48.5    19.2    17.3     0.0
DC(Max)     V       1.6     3.1     4.7     6.2     7.1     7.2     7.7
DL-Prec.  : M      99.2    86.4    64.9    34.9    13.8    12.5     0.0
DC(Min)     V       1.1     2.2     3.4     4.5     5.1     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
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     678.0   590.1   443.6   238.4    94.5    85.3     0.0
Haunch (Max)V       7.7    15.4    23.0    30.7    35.1    35.4    37.7
Deck +    : M     488.2   424.9   319.4   171.7    68.0    61.4     0.0
Haunch (Min)V       5.5    11.1    16.6    22.1    25.3    25.5    27.2
Diaphragm : M       4.7     3.5     2.3     1.1     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.4     2.5     1.6     0.8     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     249.4   217.0   163.1    87.7    34.7    31.4     0.0
DC(Max)     V       2.8     5.6     8.5    11.3    12.9    13.0    13.9
DL-Comp   : M     179.6   156.3   117.5    63.1    25.0    22.6     0.0
DC(Min)     V       2.0     4.1     6.1     8.1     9.3     9.4    10.0
DL-Comp   : M     165.1   143.7   108.0    58.1    23.0    20.8     0.0
DW(Max)     V       1.9     3.7     5.6     7.5     8.6     8.6     9.2
DL-Comp   : M      71.5    62.3    46.8    25.2    10.0     9.0     0.0
DW(Min)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
LL + I    : M+   2550.8  2241.3  1717.4   936.7   373.8   337.6     0.0
            V      79.8   113.2   138.5   163.7   179.1   180.0   188.2
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    94.6   116.7   139.7   163.7   179.1   180.0   188.2
            M    2265.5  2081.7  1636.3   936.7   382.0   345.4    -0.0
Total     : M+   4442.9  3887.5  2954.5  1601.5   637.1   575.4     0.0
            V     101.4   156.2   202.8   249.4   277.0   278.7   293.4
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   116.1   159.6   204.0   249.4   277.0   278.7   293.4
            M    4157.7  3727.9  2873.4  1601.5   645.4   583.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.6             36.6
Deck+Haunch            37.7             37.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            7.7              7.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           69.4             69.4
DL-Comp.(DW)           45.9             45.9
Live                  152.3            152.3
        Truck         110.3            110.3
        Lane           42.0             42.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    66.1    73.2   184.8   343.9   457.5   525.7   548.4
(Max)       V      29.3    27.4    27.2    23.8    17.9    11.9     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    13.9    15.4    38.8    72.1    95.9   110.2   115.0
DC(Max)     V       6.1     5.8     5.7     5.0     3.7     2.5     1.2     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    68.2    75.6   190.7   354.9   472.1   542.4   565.9
Haunch (Max)V      30.2    28.3    28.1    24.6    18.4    12.3     6.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     0.9     1.8     2.8     3.7     4.7
(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    25.1    27.8    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.8     4.5     2.3     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    13.8    15.3    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.7     5.0     3.7     2.5     1.2     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   194.1   214.8   530.6   942.8  1222.6  1355.1  1310.6
            V     109.4   104.6   104.0    94.9    80.5    62.4    48.0    33.5
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   109.4   104.6   104.0    94.9    80.5    66.0    51.6    38.5
            M       0.0   194.1   214.8   530.6   942.8  1178.0  1236.2  1159.3
Total     : M+      0.0   381.6   422.4  1054.7  1918.0  2520.4  2846.8  2867.6
            V     192.3   182.3   181.2   162.5   131.2    96.2    64.9    33.6
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   192.3   182.3   181.2   162.5   131.2    99.9    68.6    38.7
            M       0.0   381.6   422.4  1054.7  1918.0  2475.8  2727.9  2716.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.41   72.67   75.00
Self wt.  : M     525.7   457.5   343.9   184.8    73.2    66.1     0.0
(Max)       V       6.0    11.9    17.9    23.8    27.2    27.4    29.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     110.2    95.9    72.1    38.8    15.4    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.7     5.8     6.1
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     542.4   472.1   354.9   190.7    75.6    68.2     0.0
Haunch (Max)V       6.1    12.3    18.4    24.6    28.1    28.3    30.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.7     2.8     1.8     0.9     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     199.5   173.6   130.5    70.1    27.8    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.3    10.4    11.1
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     110.1    95.8    72.0    38.7    15.3    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.7     5.7     6.1
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+   1355.1  1222.6   942.8   530.6   214.8   194.1     0.0
            V      48.0    62.4    80.5    94.9   104.0   104.6   109.4
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    51.6    66.0    80.5    94.9   104.0   104.6   109.4
            M    1236.2  1178.0   942.8   530.6   214.8   194.1     0.0
Total     : M+   2846.8  2520.4  1918.0  1054.7   422.4   381.6     0.0
            V      64.9    96.2   131.2   162.5   181.2   182.3   192.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    68.6    99.9   131.2   162.5   181.2   182.3   192.3
            M    2727.9  2475.8  1918.0  1054.7   422.4   381.6     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17
 
Beam-Self
Precast-top    0.105   0.251   0.445   0.583   0.664   0.692 
Bottom        -0.086  -0.203  -0.360  -0.470  -0.535  -0.557 
 
Prestress
Precast-top   -0.261  -0.319  -0.413  -0.507  -0.600  -0.600 
Bottom         2.016   2.061   2.135   2.208   2.280   2.280 
 
Total
Precast-top   -0.156  -0.068   0.032   0.076   0.064   0.092 
Bottom         1.931   1.858   1.775   1.738   1.745   1.723 

 
RELEASE LIFTING LOOPS STRESSES, (ksi)
 
             Left/Right Depress.
              Lifting
Location, ft     3.75    30.53
 
Beam-Self
Precast-top    -0.007    0.532 
Bottom          0.005   -0.432 
 
Prestress
Precast-top    -0.270   -0.600 
Bottom          2.023    2.280 
 
Total
Precast-top    -0.277   -0.068 
Bottom          2.029    1.848 

 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.67 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top   -0.048  -0.233  -0.236  -0.285  -0.369  -0.453  -0.536  -0.536
Bottom         0.410   1.801   1.803   1.841   1.907   1.972   2.037   2.037
 
Self wt.
Precast-top   -0.000   0.081   0.090   0.227   0.421   0.559   0.641   0.668
Bottom        -0.000  -0.066  -0.073  -0.184  -0.341  -0.451  -0.516  -0.538
 
DL-Prec (DC)
Precast-top   -0.000   0.017   0.019   0.048   0.088   0.117   0.134   0.140
Bottom        -0.000  -0.014  -0.015  -0.039  -0.071  -0.095  -0.108  -0.113
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.005   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.084   0.093   0.234   0.434   0.577   0.661   0.689
Bottom        -0.000  -0.068  -0.075  -0.190  -0.351  -0.465  -0.532  -0.555
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.009   0.023   0.042   0.056   0.065   0.067
Precast-top   -0.000   0.006   0.006   0.016   0.030   0.040   0.046   0.048
Bottom        -0.000  -0.017  -0.019  -0.047  -0.088  -0.117  -0.134  -0.140
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.005   0.013   0.023   0.031   0.036   0.037
Precast-top   -0.000   0.003   0.004   0.009   0.017   0.022   0.026   0.027
Bottom        -0.000  -0.009  -0.010  -0.026  -0.049  -0.064  -0.074  -0.077
 
LL+I(+)
Topping-top   -0.000   0.063   0.070   0.174   0.319   0.416   0.472   0.486
Precast-top   -0.000   0.045   0.050   0.125   0.229   0.298   0.339   0.348
Bottom        -0.000  -0.131  -0.145  -0.362  -0.662  -0.862  -0.978  -1.006
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.076   0.084   0.210   0.385   0.503   0.573   0.590 
Precast-top   -0.048   0.003   0.026   0.375   0.852   1.164   1.315   1.391 
Bottom         0.410   1.496   1.465   0.992   0.343  -0.085  -0.309  -0.396 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.014   0.035   0.066   0.087   0.100   0.105 
Precast-top   -0.048  -0.042  -0.024   0.250   0.624   0.866   0.976   1.042 
Bottom         0.410   1.626   1.610   1.355   1.005   0.778   0.669   0.610 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17
 
Beam-Self
Precast-top    0.105   0.251   0.445   0.583   0.664   0.692 
Bottom        -0.086  -0.203  -0.360  -0.470  -0.535  -0.557 
 
Prestress
Precast-top   -0.261  -0.319  -0.413  -0.507  -0.600  -0.600 
Bottom         2.016   2.061   2.135   2.208   2.280   2.280 
 
Total
Precast-top   -0.156  -0.068   0.032   0.076   0.064   0.092 
Bottom         1.931   1.858   1.775   1.738   1.745   1.723 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.67 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top   -0.048  -0.233  -0.236  -0.285  -0.369  -0.453  -0.536  -0.536
Bottom         0.410   1.801   1.803   1.841   1.907   1.972   2.037   2.037
 
Self wt.
Precast-top   -0.000   0.081   0.090   0.227   0.421   0.559   0.641   0.668
Bottom        -0.000  -0.066  -0.073  -0.184  -0.341  -0.451  -0.516  -0.538
 
DL-Prec (DC)
Precast-top   -0.000   0.017   0.019   0.048   0.088   0.117   0.134   0.140
Bottom        -0.000  -0.014  -0.015  -0.039  -0.071  -0.095  -0.108  -0.113
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.005   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.084   0.093   0.234   0.434   0.577   0.661   0.689
Bottom        -0.000  -0.068  -0.075  -0.190  -0.351  -0.465  -0.532  -0.555
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.009   0.023   0.042   0.056   0.065   0.067
Precast-top   -0.000   0.006   0.006   0.016   0.030   0.040   0.046   0.048
Bottom        -0.000  -0.017  -0.019  -0.047  -0.088  -0.117  -0.134  -0.140
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.005   0.013   0.023   0.031   0.036   0.037
Precast-top   -0.000   0.003   0.004   0.009   0.017   0.022   0.026   0.027
Bottom        -0.000  -0.009  -0.010  -0.026  -0.049  -0.064  -0.074  -0.077
 
LL+I(+)
Topping-top   -0.000   0.050   0.056   0.139   0.255   0.333   0.378   0.388
Precast-top   -0.000   0.036   0.040   0.100   0.183   0.238   0.271   0.279
Bottom        -0.000  -0.105  -0.116  -0.290  -0.530  -0.690  -0.783  -0.805
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.063   0.070   0.175   0.321   0.420   0.478   0.493 
Precast-top   -0.048  -0.006   0.016   0.350   0.807   1.104   1.247   1.321 
Bottom         0.410   1.522   1.494   1.065   0.475   0.088  -0.113  -0.195 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
F_LL+I(+)
Topping-top   -0.000   0.063   0.070   0.173   0.306   0.397   0.439   0.425
Precast-top   -0.000   0.045   0.050   0.124   0.220   0.284   0.315   0.304
Bottom        -0.000  -0.132  -0.146  -0.359  -0.636  -0.823  -0.910  -0.880
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.070   0.077   0.190   0.339   0.440   0.489   0.477 
Precast-top   -0.024   0.024   0.038   0.249   0.531   0.717   0.803   0.826 
Bottom         0.205   0.682   0.659   0.318  -0.134  -0.434  -0.575  -0.575 
 

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
    293.4    6.5   58.7    0.509   2.1   6.00e-3 50.0    298.2     1.215    2.347      0.00
      0.0    0.5   58.5     42.0 0.142      25.7 0.87    12.00     0.101    1.757 
Transfer:   3.00
    278.7    6.5   58.7    2.292   9.5   1.61e-3 34.6    237.0     0.567    1.760      0.00
    583.2    2.1   57.7    189.0 0.133      63.1 2.17    12.00     0.101    1.848 
Critical:   5.46
    263.0    6.5   58.7    2.621   9.5   0.16e-3 29.6    158.5     0.312    1.760      0.00
   1129.5    2.4   57.6    189.0 0.126     124.3 4.29    12.00     0.101    1.953 
0.1L    :   7.63
    249.4    6.5   58.7    2.907   9.5   0.30e-3 30.1    154.5     0.311    0.827      0.00
   1601.5    2.6   57.4    189.0 0.119     113.1 3.91    24.00     0.101    1.923 
0.2L    :  15.27
    204.0    6.5   56.1    3.906   9.5   0.79e-3 31.8    134.5     0.305    0.413      0.00
   2873.4    3.1   54.6    189.0 0.102      82.7 3.01    24.00     0.101    1.210 
0.3L    :  22.90
    159.6    6.5   57.4    3.906   9.5   1.91e-3 35.7    112.5     0.289    0.413      0.00
   3727.9    3.1   55.9    189.0 0.077      55.4 1.97    24.00     0.101    1.272 
0.4L    :  30.53
    116.1    6.5   58.7    3.906   0.0   2.26e-3 36.9     77.7     0.204    0.413      0.00
   4157.7    3.1   57.1    189.0 0.058      51.3 1.78    24.00     0.101    1.617 
0.5L    :  38.17
     73.4    6.5   58.7    3.906   0.0   1.91e-3 35.7     24.8     0.101    0.413      0.00
   4178.1    3.1   57.1    189.0 0.037      56.7 1.97    24.00     0.101    2.711 
0.6L    :  45.80
    116.1    6.5   58.7    3.906   0.0   2.26e-3 36.9     77.7     0.204    0.413      0.00
   4157.7    3.1   57.1    189.0 0.058      51.3 1.78    24.00     0.101    1.617 
0.7L    :  53.43
    159.6    6.5   57.4    3.906   9.5   1.91e-3 35.7    112.5     0.289    0.413      0.00
   3727.9    3.1   55.9    189.0 0.077      55.4 1.97    24.00     0.101    1.272 
0.8L    :  61.07
    204.0    6.5   56.1    3.906   9.5   0.79e-3 31.8    134.5     0.305    0.413      0.00
   2873.4    3.1   54.6    189.0 0.102      82.7 3.01    24.00     0.101    1.210 
0.9L    :  68.70
    249.4    6.5   58.7    2.907   9.5   0.30e-3 30.1    154.5     0.311    0.827      0.00
   1601.5    2.6   57.4    189.0 0.119     113.1 3.91    24.00     0.101    1.923 
Critical:  70.87
    263.0    6.5   58.7    2.621   9.5   0.16e-3 29.6    158.5     0.312    1.760      0.00
   1129.5    2.4   57.6    189.0 0.126     124.3 4.29    12.00     0.101    1.953 
Transfer:  73.33
    278.7    6.5   58.7    2.292   9.5   1.61e-3 34.6    237.0     0.567    1.760      0.00
    583.2    2.1   57.7    189.0 0.133      63.1 2.17    12.00     0.101    1.848 
Bearing :  75.67
    293.4    6.5   58.7    0.509   2.1   6.00e-3 50.0    298.2     1.215    2.347      0.00
      0.0    0.5   58.5     42.0 0.142      25.7 0.87    12.00     0.101    1.757 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.53
 
 
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
    293.4      5.57     58.75    0.47       58.52    24.00      0.300      1.107      0.000      2.347 
Transfer:      2.33
    278.7      5.36     58.75    2.07       57.71    24.00      0.300      1.038      0.000      1.760 
Critical:      4.80
    263.1      5.08     58.75    2.37       57.57    24.00      0.300      0.943      0.000      1.760 
0.1L    :      6.97
    249.4      4.82     58.75    2.62       57.44    24.00      0.300      0.858      0.000      0.827 
0.2L    :     14.60
    204.0      4.15     56.14    3.12       54.58    24.00      0.300      0.634      0.000      0.413 
0.3L    :     22.23
    159.6      3.18     57.42    3.12       55.85    24.00      0.300      0.309      0.000      0.413 
0.4L    :     29.87
    116.1      2.26     58.69    3.13       57.13    24.00      0.300      0.003      0.000      0.413 
0.5L    :     37.50
     73.4      1.43     58.69    3.13       57.13    24.00      0.300      0.000      0.000      0.413 
0.6L    :     45.13
    116.1      2.26     58.69    3.13       57.13    24.00      0.300      0.003      0.000      0.413 
0.7L    :     52.77
    159.6      3.18     57.42    3.12       55.85    24.00      0.300      0.309      0.000      0.413 
0.8L    :     60.40
    204.0      4.15     56.14    3.12       54.58    24.00      0.300      0.634      0.000      0.413 
0.9L    :     68.03
    249.4      4.82     58.75    2.62       57.44    24.00      0.300      0.858      0.000      0.827 
Critical:     70.20
    263.1      5.08     58.75    2.37       57.57    24.00      0.300      0.943      0.000      1.760 
Transfer:     72.67
    278.7      5.36     58.75    2.07       57.71    24.00      0.300      1.038      0.000      1.760 
Bearing :     75.00
    293.4      5.57     58.75    0.47       58.52    24.00      0.300      1.107      0.000      2.347 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.97 ft
Prestress      :       0.405  1.80      0.728  2.20      0.890
Self Wt.       :      -0.140  1.85     -0.258  2.40     -0.335
Deck + Haunch  :                       -0.118  2.30     -0.271
DL-Prec. (DC)  :                       -0.024  3.00     -0.072
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.018  3.00     -0.053
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 14.60 ft
Prestress      :       0.727  1.80      1.309  2.20      1.600
Self Wt.       :      -0.263  1.85     -0.487  2.40     -0.632
Deck + Haunch  :                       -0.233  2.30     -0.536
DL-Prec. (DC)  :                       -0.047  3.00     -0.142
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.035  3.00     -0.105
DL-Comp. (DW)  :                       -0.019  3.00     -0.058
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 22.23 ft
Prestress      :       0.961  1.80      1.730  2.20      2.115
Self Wt.       :      -0.359  1.85     -0.665  2.40     -0.862
Deck + Haunch  :                       -0.323  2.30     -0.742
DL-Prec. (DC)  :                       -0.066  3.00     -0.197
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.049  3.00     -0.146
DL-Comp. (DW)  :                       -0.027  3.00     -0.081
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 29.87 ft
Prestress      :       1.101  1.80      1.983  2.20      2.423
Self Wt.       :      -0.419  1.85     -0.776  2.40     -1.006
Deck + Haunch  :                       -0.379  2.30     -0.872
DL-Prec. (DC)  :                       -0.077  3.00     -0.231
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.057  3.00     -0.172
DL-Comp. (DW)  :                       -0.032  3.00     -0.095
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 37.50 ft
Prestress      :       1.150  1.80      2.070  2.20      2.530
Self Wt.       :      -0.440  1.85     -0.815  2.40     -1.057
Deck + Haunch  :                       -0.399  2.30     -0.917
DL-Prec. (DC)  :                       -0.081  3.00     -0.243
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.060  3.00     -0.181
DL-Comp. (DW)  :                       -0.033  3.00     -0.100
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 45.13 ft
Prestress      :       1.101  1.80      1.983  2.20      2.423
Self Wt.       :      -0.419  1.85     -0.776  2.40     -1.006
Deck + Haunch  :                       -0.379  2.30     -0.872
DL-Prec. (DC)  :                       -0.077  3.00     -0.231
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.057  3.00     -0.172
DL-Comp. (DW)  :                       -0.032  3.00     -0.095
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 52.77 ft
Prestress      :       0.961  1.80      1.730  2.20      2.115
Self Wt.       :      -0.359  1.85     -0.665  2.40     -0.862
Deck + Haunch  :                       -0.323  2.30     -0.742
DL-Prec. (DC)  :                       -0.066  3.00     -0.197
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.049  3.00     -0.146
DL-Comp. (DW)  :                       -0.027  3.00     -0.081
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 60.40 ft
Prestress      :       0.727  1.80      1.309  2.20      1.600
Self Wt.       :      -0.263  1.85     -0.487  2.40     -0.632
Deck + Haunch  :                       -0.233  2.30     -0.536
DL-Prec. (DC)  :                       -0.047  3.00     -0.142
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.035  3.00     -0.105
DL-Comp. (DW)  :                       -0.019  3.00     -0.058
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 68.03 ft
Prestress      :       0.405  1.80      0.728  2.20      0.890
Self Wt.       :      -0.140  1.85     -0.258  2.40     -0.335
Deck + Haunch  :                       -0.118  2.30     -0.271
DL-Prec. (DC)  :                       -0.024  3.00     -0.072
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.018  3.00     -0.053
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
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
   575.4    54.1  2.578  266.6    2.4   2.07   3038.6  0.071T 1.00       -       -     -     -  
H/2     :   2.59
   637.1    54.1  2.617  266.5    2.5   2.10   3085.6  0.070T 1.00       -       -     -     -  
0.1L    :   6.97
  1601.5    54.9  3.271  265.7    3.1   2.62   3878.7  0.056T 1.00       -       -     -     -  
0.2L    :  14.60
  2954.5    56.1  3.906  265.1    3.7   3.12   4708.6  0.046T 1.00   4140.7  3929.5    1.14    -  
0.3L    :  22.23
  3887.5    57.4  3.906  265.2    3.7   3.12   4820.8  0.046T 1.00   4143.1  4143.1    1.16    -  
0.4L    :  29.87
  4442.9    58.7  3.906  265.3    3.7   3.13   4932.9  0.046T 1.00   4193.7  4193.7    1.18    -  
0.5L    :  37.50
  4597.4    58.7  3.906  265.3    3.7   3.13   4932.9  0.046T 1.00   4169.8  4169.8    1.18    -  
0.6L    :  45.13
  4442.9    58.7  3.906  265.3    3.7   3.13   4932.9  0.046T 1.00   4193.7  4193.7    1.18    -  
0.7L    :  52.77
  3887.5    57.4  3.906  265.2    3.7   3.12   4820.8  0.046T 1.00   4143.1  4143.1    1.16    -  
0.8L    :  60.40
  2954.5    56.1  3.906  265.1    3.7   3.12   4708.6  0.046T 1.00   4140.7  3929.5    1.14    -  
0.9L    :  68.03
  1601.5    54.9  3.271  265.7    3.1   2.62   3878.7  0.056T 1.00       -       -     -     -  
H/2     :  72.41
   637.1    54.1  2.617  266.5    2.5   2.10   3085.6  0.070T 1.00       -       -     -     -  
Transfer:  72.67
   575.4    54.1  2.578  266.6    2.4   2.07   3038.6  0.071T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.023
        M   2.00 Fb     0.182
 
  2   2 E  50.00 Ft     0.319
        M   4.00 Fb     0.142
 
  3   2 E   6.00 Ft     0.271
        M   6.00 Fb     0.381
 
  4   2 E   6.00 Ft     0.223
        M   6.00 Fb     0.621
 
  5   2 E   6.00 Ft     0.175
        M   6.00 Fb     0.860
 
  6   2 E   2.00 Ft     0.092
        M   2.00 Fb     1.128
 
  7   2 E   2.00 Ft     0.010
        M   2.00 Fb     1.395
 
  8   2 E   2.00 Ft    -0.073
        M   2.00 Fb     1.663
 
  9   2 E   2.00 Ft    -0.156
        M   2.00 Fb     1.930
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 76.33            Release Length, ft: 76.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   2           No. of strands, Straight:  16
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  4.84 %               Final losses: 11.03 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             3.250       1.931     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.537      -0.156     Trans  
      Precast Top w/ reinf. (tension)      -0.537           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.537       0.032   0.2L/0.8L
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4932.94     4597.42     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.590     Midspan    1.800   0.105     Midspan
    Pre.Top:   3.600   1.391     Midspan    2.700   1.042     Midspan
    Pre.Bot:   3.600   1.496    Transfer    2.700   1.626    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.048     Bearing
    Pre.Bot:  -0.465  -0.195     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.826     Midspan
    Pre.Bot:                                                             2.400   0.682    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  37.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.150  1.80      2.070  2.20      2.530
Self Wt.       :      -0.440  1.85     -0.815  2.40     -1.057
Deck + Haunch  :                       -0.399  2.30     -0.917
DL-Prec. (DC)  :                       -0.081  3.00     -0.243
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.060  3.00     -0.181
DL-Comp. (DW)  :                       -0.033  3.00     -0.100
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTD                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   75.00
     DC  Line       0.087      0.00       0.087   75.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    37.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 76.333 ft
Release length = 76.333 ft
Design  length = 75.000 ft
 
Kern points:
------------
Upper    =   40.13 in
Lower    =   11.64 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.800   (Calculated)    
Live Moment (1  lane  loaded)  : 0.565   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.139   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.911   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 2
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        748.8 in2           1516.2 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           719142 in4#
Ht. of c.g.           =        24.64 in             41.67 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        780.0 plf           1693.8 plf   
Mom. of Inertia (Iyy) =      36372.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59     6.97    14.60    22.23    29.87    37.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    753.3    769.1    769.1    769.1    769.1    769.1    769.1    769.1
  Yb      ,  in    24.54    24.20    24.20    24.18    24.15    24.12    24.08    24.08
  MI(Ixx) , in4   287022   291234   291262   291752   292657   293627   294661   294661
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1520.4   1535.1   1535.1   1535.1   1535.1   1535.1   1535.1   1535.1
  Yb      ,  in    41.58    41.26    41.26    41.25    41.24    41.22    41.20    41.20
  MI(Ixx) , in4   723741   740125   740179   741107   742775   744504   746294   746294

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
 Outer  15.00 %:
  Max tens           =      -0.54 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 Center  70.00 %:
  Max tens           =      -0.54 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 30.53 ft from member end )
END PATTERN (Ycg = 8.67 in):
    10 @  2.000 in     6 @  6.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.930 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.912 ft
Holddown Force        =  10.597 kips     Beam Shrtng (PL/AE)   =      0.199 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)       
--------------------------------------------------------------------------------------
      1374.958         740 1017.469     14.701 59540.098   870.417     483.183        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.3750      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      7.9170    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.9170     10.9170    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.9170     14.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      14.1670     62.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      62.1663     65.4163    Yes
      2      US#5[M16]       60.00        0.62      12.00      65.4163     68.4163    Yes
      2      US#5[M16]       60.00        0.62       9.00      68.4163     70.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      70.6663     73.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00      73.6663     74.0833    Yes
      2      US#6[M19]       60.00        0.88       4.50      74.0833     75.9583    Yes
      2      US#6[M19]       60.00        0.88       3.00      75.9583     76.2083    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 76.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  3.56 in
         P_init    =      765.7 kips  Ecc = 21.08 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.50 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.530 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.60 ksi    0.00 ksi
    due to Composite Loads                                 -1.14 ksi    0.00 ksi
    due to Live Loads                                      -4.24 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.52 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.50 ksi  ( 4.84 %)            11.94 ksi ( 6.09 %)
Total Prestress Losses                                    21.43 ksi (10.93 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    66.1    73.2   184.8   343.9   457.5   525.7   548.4
(Max)       V      29.3    27.4    27.2    23.8    17.9    11.9     6.0     0.0
DL-Prec.  : M       0.0    10.4    11.5    28.9    53.8    71.6    82.3    85.9
DC(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.5    85.8   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    31.9    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.6     0.6     1.7     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    25.1    27.8    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.8    15.3    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.7     5.0     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   192.8   213.5   535.0   980.8  1280.0  1456.7  1497.7
            V     122.8   117.5   116.9   106.9    90.4    73.9    52.1    35.6
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   122.8   117.5   116.9   106.9    91.2    76.2    61.7    47.8
            M      -0.0   197.3   218.2   535.0   934.5  1188.9  1293.8  1258.2
Total     : M+      0.0   386.3   427.7  1075.9  1987.7  2620.2  2997.7  3106.8
            V     208.4   197.7   196.6   176.6   142.7   108.9    69.7    35.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   208.4   197.7   196.6   176.6   143.5   111.2    79.3    48.0
            M      -0.0   390.8   432.5  1075.9  1941.4  2529.0  2834.8  2867.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.41   72.67   75.00
Self wt.  : M     525.7   457.5   343.9   184.8    73.2    66.1     0.0
(Max)       V       6.0    11.9    17.9    23.8    27.2    27.4    29.3
DL-Prec.  : M      82.3    71.6    53.8    28.9    11.5    10.4     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     615.9   536.0   402.9   216.6    85.8    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    31.9    32.1    34.3
Diaphragm : M       7.5     5.6     3.7     1.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     199.5   173.6   130.5    70.1    27.8    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.3    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    15.3    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.7     5.7     6.1
LL + I    : M+   1456.7  1280.0   980.8   535.0   213.5   192.8     0.0
            V      52.1    73.9    90.4   106.9   116.9   117.5   122.8
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    61.7    76.2    91.2   106.9   116.9   117.5   122.8
            M    1293.8  1188.9   934.5   535.0   218.2   197.3    -0.0
Total     : M+   2997.7  2620.2  1987.7  1075.9   427.7   386.3     0.0
            V      69.7   108.9   142.7   176.6   196.6   197.7   208.4
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    79.3   111.2   143.5   176.6   196.6   197.7   208.4
            M    2834.8  2529.0  1941.4  1075.9   432.5   390.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.3             29.3
Deck+Haunch            34.3             34.3
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.6              4.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           30.6             30.6
Live                   87.0             87.0
        Truck          63.0             63.0
        Lane           24.0             24.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    66.1    73.2   184.8   343.9   457.5   525.7   548.4
(Max)       V      29.3    27.4    27.2    23.8    17.9    11.9     6.0     0.0
DL-Prec.  : M       0.0    10.4    11.5    28.9    53.8    71.6    82.3    85.9
DC(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.5    85.8   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    31.9    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.6     0.6     1.7     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    25.1    27.8    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.8    15.3    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.7     5.0     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   154.2   170.8   428.0   784.7  1024.0  1165.4  1198.1
            V      98.3    94.0    93.5    85.5    72.3    59.1    41.7    28.5
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    98.3    94.0    93.5    85.5    72.9    60.9    49.4    38.2
            M      -0.0   157.8   174.5   428.0   747.6   951.1  1035.1  1006.6
Total     : M+      0.0   347.7   385.1   968.9  1791.5  2364.2  2706.3  2807.3
            V     183.8   174.2   173.2   155.2   124.7    94.1    59.3    28.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   183.8   174.2   173.2   155.2   125.3    95.9    67.0    38.5
            M      -0.0   351.3   388.8   968.9  1754.5  2291.3  2576.0  2615.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.41   72.67   75.00
Self wt.  : M     525.7   457.5   343.9   184.8    73.2    66.1     0.0
(Max)       V       6.0    11.9    17.9    23.8    27.2    27.4    29.3
DL-Prec.  : M      82.3    71.6    53.8    28.9    11.5    10.4     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     615.9   536.0   402.9   216.6    85.8    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    31.9    32.1    34.3
Diaphragm : M       7.5     5.6     3.7     1.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     199.5   173.6   130.5    70.1    27.8    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.3    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    15.3    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.7     5.7     6.1
LL + I    : M+   1165.4  1024.0   784.7   428.0   170.8   154.2     0.0
            V      41.7    59.1    72.3    85.5    93.5    94.0    98.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.4    60.9    72.9    85.5    93.5    94.0    98.3
            M    1035.1   951.1   747.6   428.0   174.5   157.8    -0.0
Total     : M+   2706.3  2364.2  1791.5   968.9   385.1   347.7     0.0
            V      59.3    94.1   124.7   155.2   173.2   174.2   183.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    67.0    95.9   125.3   155.2   173.2   174.2   183.8
            M    2576.0  2291.3  1754.5   968.9   388.8   351.3    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    82.7    91.6   231.1   429.9   571.9   657.1   685.5
(Max)       V      36.6    34.3    34.0    29.8    22.3    14.9     7.4     0.0
Self wt.  : M       0.0    59.5    65.9   166.4   309.5   411.8   473.1   493.6
(Min)       V      26.3    24.7    24.5    21.4    16.1    10.7     5.4     0.0
DL-Prec.  : M       0.0    12.9    14.3    36.2    67.3    89.5   102.9   107.3
DC(Max)     V       5.7     5.4     5.3     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     9.3    10.3    26.0    48.5    64.5    74.1    77.3
DC(Min)     V       4.1     3.9     3.8     3.4     2.5     1.7     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    96.8   107.3   270.7   503.6   670.0   769.9   803.1
Haunch (Max)V      42.8    40.2    39.9    34.9    26.2    17.4     8.7     0.0
Deck +    : M       0.0    69.7    77.2   194.9   362.6   482.4   554.3   578.3
Haunch (Min)V      30.8    28.9    28.7    25.1    18.8    12.6     6.3     0.0
Diaphragm : M       0.0     0.7     0.8     2.2     4.6     6.9     9.3    11.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     1.6     3.3     5.0     6.7     8.4
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    31.4    34.7    87.7   163.1   217.0   249.4   260.2
DC(Max)     V      13.9    13.0    12.9    11.3     8.5     5.6     2.8     0.0
DL-Comp   : M       0.0    22.6    25.0    63.1   117.5   156.3   179.6   187.3
DC(Min)     V      10.0     9.4     9.3     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    20.8    23.0    58.1   108.0   143.7   165.1   172.3
DW(Max)     V       9.2     8.6     8.6     7.5     5.6     3.7     1.9     0.0
DL-Comp   : M       0.0     9.0    10.0    25.2    46.8    62.3    71.5    74.6
DW(Min)     V       4.0     3.7     3.7     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   337.4   373.5   936.2  1716.4  2239.9  2549.3  2620.9
            V     215.0   205.6   204.6   187.0   158.2   129.3    91.2    62.4
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   215.0   205.6   204.6   187.0   159.6   133.3   108.0    83.6
            M      -0.0   345.2   381.8   936.2  1635.4  2080.5  2264.2  2201.9
Total     : M+      0.0   582.7   645.2  1622.0  2993.0  3939.1  4503.0  4661.1
            V     323.5   307.4   305.6   275.4   224.5   173.7   113.5    62.7
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   323.5   307.4   305.6   275.4   225.9   177.7   130.3    84.0
            M      -0.0   590.5   653.5  1622.0  2911.9  3779.7  4217.9  4242.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.41   72.67   75.00
Self wt.  : M     657.1   571.9   429.9   231.1    91.6    82.7     0.0
(Max)       V       7.4    14.9    22.3    29.8    34.0    34.3    36.6
Self wt.  : M     473.1   411.8   309.5   166.4    65.9    59.5     0.0
(Min)       V       5.4    10.7    16.1    21.4    24.5    24.7    26.3
DL-Prec.  : M     102.9    89.5    67.3    36.2    14.3    12.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.3     5.4     5.7
DL-Prec.  : M      74.1    64.5    48.5    26.0    10.3     9.3     0.0
DC(Min)     V       0.8     1.7     2.5     3.4     3.8     3.9     4.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     769.9   670.0   503.6   270.7   107.3    96.8     0.0
Haunch (Max)V       8.7    17.4    26.2    34.9    39.9    40.2    42.8
Deck +    : M     554.3   482.4   362.6   194.9    77.2    69.7     0.0
Haunch (Min)V       6.3    12.6    18.8    25.1    28.7    28.9    30.8
Diaphragm : M       9.3     6.9     4.6     2.2     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       6.7     5.0     3.3     1.6     0.6     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     249.4   217.0   163.1    87.7    34.7    31.4     0.0
DC(Max)     V       2.8     5.6     8.5    11.3    12.9    13.0    13.9
DL-Comp   : M     179.6   156.3   117.5    63.1    25.0    22.6     0.0
DC(Min)     V       2.0     4.1     6.1     8.1     9.3     9.4    10.0
DL-Comp   : M     165.1   143.7   108.0    58.1    23.0    20.8     0.0
DW(Max)     V       1.9     3.7     5.6     7.5     8.6     8.6     9.2
DL-Comp   : M      71.5    62.3    46.8    25.2    10.0     9.0     0.0
DW(Min)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
LL + I    : M+   2549.3  2239.9  1716.4   936.2   373.5   337.4     0.0
            V      91.2   129.3   158.2   187.0   204.6   205.6   215.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   108.0   133.3   159.6   187.0   204.6   205.6   215.0
            M    2264.2  2080.5  1635.4   936.2   381.8   345.2    -0.0
Total     : M+   4503.0  3939.1  2993.0  1622.0   645.2   582.7     0.0
            V     113.5   173.7   224.5   275.4   305.6   307.4   323.5
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   130.3   177.7   225.9   275.4   305.6   307.4   323.5
            M    4217.9  3779.7  2911.9  1622.0   653.5   590.5    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.6             36.6
Deck+Haunch            42.8             42.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.7              5.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           69.4             69.4
DL-Comp.(DW)           45.9             45.9
Live                  152.3            152.3
        Truck         110.3            110.3
        Lane           42.0             42.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    66.1    73.2   184.8   343.9   457.5   525.7   548.4
(Max)       V      29.3    27.4    27.2    23.8    17.9    11.9     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    10.4    11.5    28.9    53.8    71.6    82.3    85.9
DC(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.5    85.8   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    31.9    27.9    20.9    14.0     7.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     1.7     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     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    25.1    27.8    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.8     4.5     2.3     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    13.8    15.3    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.7     5.0     3.7     2.5     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   137.1   151.7   374.7   665.7   863.2   956.8   925.4
            V     100.0    95.5    95.0    86.8    73.5    57.0    43.8    30.6
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   100.0    95.5    95.0    86.8    73.5    60.3    47.1    35.2
            M       0.0   137.1   151.7   374.7   665.7   831.8   872.9   818.5
Total     : M+      0.0   330.6   366.0   915.6  1672.6  2203.4  2497.8  2534.6
            V     185.5   175.8   174.7   156.5   125.9    92.0    61.4    30.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   185.5   175.8   174.7   156.5   125.9    95.3    64.8    35.5
            M       0.0   330.6   366.0   915.6  1672.6  2172.0  2413.8  2427.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.41   72.67   75.00
Self wt.  : M     525.7   457.5   343.9   184.8    73.2    66.1     0.0
(Max)       V       6.0    11.9    17.9    23.8    27.2    27.4    29.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      82.3    71.6    53.8    28.9    11.5    10.4     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     615.9   536.0   402.9   216.6    85.8    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    31.9    32.1    34.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       7.5     5.6     3.7     1.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     199.5   173.6   130.5    70.1    27.8    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.3    10.4    11.1
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     110.1    95.8    72.0    38.7    15.3    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.7     5.7     6.1
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+    956.8   863.2   665.7   374.7   151.7   137.1     0.0
            V      43.8    57.0    73.5    86.8    95.0    95.5   100.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    47.1    60.3    73.5    86.8    95.0    95.5   100.0
            M     872.9   831.8   665.7   374.7   151.7   137.1     0.0
Total     : M+   2497.8  2203.4  1672.6   915.6   366.0   330.6     0.0
            V      61.4    92.0   125.9   156.5   174.7   175.8   185.5
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    64.8    95.3   125.9   156.5   174.7   175.8   185.5
            M    2413.8  2172.0  1672.6   915.6   366.0   330.6     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17
 
Beam-Self
Precast-top    0.105   0.251   0.445   0.583   0.664   0.692 
Bottom        -0.086  -0.203  -0.360  -0.470  -0.535  -0.557 
 
Prestress
Precast-top   -0.261  -0.319  -0.413  -0.507  -0.600  -0.600 
Bottom         2.016   2.061   2.135   2.208   2.280   2.280 
 
Total
Precast-top   -0.156  -0.068   0.032   0.076   0.064   0.092 
Bottom         1.931   1.858   1.775   1.738   1.745   1.723 

 
RELEASE LIFTING LOOPS STRESSES, (ksi)
 
             Left/Right Depress.
              Lifting
Location, ft     3.75    30.53
 
Beam-Self
Precast-top    -0.007    0.532 
Bottom          0.005   -0.432 
 
Prestress
Precast-top    -0.270   -0.600 
Bottom          2.023    2.280 
 
Total
Precast-top    -0.277   -0.068 
Bottom          2.029    1.848 

 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.67 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.012   0.013   0.032   0.060   0.080   0.092   0.096 
Precast-top   -0.048  -0.035  -0.017   0.268   0.657   0.910   1.028   1.097 
Bottom         0.410   1.621   1.604   1.339   0.976   0.738   0.624   0.561 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17
 
Beam-Self
Precast-top    0.105   0.251   0.445   0.583   0.664   0.692 
Bottom        -0.086  -0.203  -0.360  -0.470  -0.535  -0.557 
 
Prestress
Precast-top   -0.261  -0.319  -0.413  -0.507  -0.600  -0.600 
Bottom         2.016   2.061   2.135   2.208   2.280   2.280 
 
Total
Precast-top   -0.156  -0.068   0.032   0.076   0.064   0.092 
Bottom         1.931   1.858   1.775   1.738   1.745   1.723 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.67 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.047   0.052   0.128   0.228   0.296   0.329   0.322 
Precast-top   -0.024   0.011   0.023   0.211   0.466   0.633   0.711   0.739 
Bottom         0.205   0.719   0.700   0.419   0.044  -0.204  -0.322  -0.333 
 

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
    323.5    6.5   58.7    0.508   2.1   6.00e-3 50.0    331.6     1.350    2.347      0.20
      0.0    0.4   58.5     42.0 0.156      25.7 0.87    12.00     0.101    1.594 
Transfer:   3.00
    307.4    6.5   58.7    2.287   9.5   2.51e-3 37.8    283.6     0.760    1.760      0.00
    590.5    1.8   57.8    189.0 0.147      48.5 1.67    12.00     0.101    1.679 
Critical:   5.48
    290.2    6.5   58.7    2.617   9.5   0.90e-3 32.1    229.7     0.500    1.760      0.00
   1146.3    2.1   57.7    189.0 0.139      83.3 2.87    12.00     0.101    1.774 
0.1L    :   7.63
    275.4    6.5   58.7    2.902   9.5   0.67e-3 31.3    203.9     0.431    0.827      0.00
   1622.0    2.3   57.6    189.0 0.132      92.6 3.19    12.00     0.101    1.611 
0.2L    :  15.27
    225.9    6.5   56.1    3.906   9.5   1.04e-3 32.7    167.4     0.392    0.413      0.00
   2911.9    2.7   54.8    189.0 0.113      74.2 2.69    24.00     0.101    1.037 
0.3L    :  22.90
    177.7    6.5   57.4    3.906   9.5   2.15e-3 36.5    136.1     0.360    0.413      0.00
   3779.7    2.8   56.0    189.0 0.086      51.8 1.84    24.00     0.101    1.103 
0.4L    :  30.53
    130.3    6.5   58.7    3.906   0.0   2.47e-3 37.7     96.3     0.259    0.413      0.00
   4217.9    2.8   57.3    189.0 0.065      48.5 1.68    24.00     0.101    1.395 
0.5L    :  38.17
     84.0    6.5   58.7    3.906   0.0   2.10e-3 36.4     39.5     0.101    0.413      0.00
   4242.0    2.8   57.3    189.0 0.042      53.8 1.86    24.00     0.101    2.302 
0.6L    :  45.80
    130.3    6.5   58.7    3.906   0.0   2.47e-3 37.7     96.3     0.259    0.413      0.00
   4217.9    2.8   57.3    189.0 0.065      48.5 1.68    24.00     0.101    1.395 
0.7L    :  53.43
    177.7    6.5   57.4    3.906   9.5   2.15e-3 36.5    136.1     0.360    0.413      0.00
   3779.7    2.8   56.0    189.0 0.086      51.8 1.84    24.00     0.101    1.103 
0.8L    :  61.07
    225.9    6.5   56.1    3.906   9.5   1.04e-3 32.7    167.4     0.392    0.413      0.00
   2911.9    2.7   54.8    189.0 0.113      74.2 2.69    24.00     0.101    1.037 
0.9L    :  68.70
    275.4    6.5   58.7    2.902   9.5   0.67e-3 31.3    203.9     0.431    0.827      0.00
   1622.0    2.3   57.6    189.0 0.132      92.6 3.19    12.00     0.101    1.611 
Critical:  70.86
    290.2    6.5   58.7    2.617   9.5   0.90e-3 32.1    229.7     0.500    1.760      0.00
   1146.3    2.1   57.7    189.0 0.139      83.3 2.87    12.00     0.101    1.774 
Transfer:  73.33
    307.4    6.5   58.7    2.287   9.5   2.51e-3 37.8    283.6     0.760    1.760      0.00
    590.5    1.8   57.8    189.0 0.147      48.5 1.67    12.00     0.101    1.679 
Bearing :  75.67
    323.5    6.5   58.7    0.508   2.1   6.00e-3 50.0    331.6     1.350    2.347      0.20
      0.0    0.4   58.5     42.0 0.156      25.7 0.87    12.00     0.101    1.594 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.53
 
 
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
    323.5      6.14     58.75    0.41       58.55    24.00      0.300      1.296      0.000      2.347 
Transfer:      2.33
    307.4      5.90     58.75    1.82       57.84    24.00      0.300      1.218      0.000      1.760 
Critical:      4.81
    290.3      5.59     58.75    2.08       57.71    24.00      0.300      1.113      0.000      1.760 
0.1L    :      6.97
    275.4      5.31     58.75    2.30       57.60    24.00      0.300      1.021      0.000      0.827 
0.2L    :     14.60
    225.9      4.58     56.14    2.75       54.76    24.00      0.300      0.778      0.000      0.413 
0.3L    :     22.23
    177.7      3.52     57.42    2.75       56.04    24.00      0.300      0.424      0.000      0.413 
0.4L    :     29.87
    130.3      2.53     58.69    2.75       57.32    24.00      0.300      0.092      0.000      0.413 
0.5L    :     37.50
     84.0      1.63     58.69    2.75       57.32    24.00      0.300      0.000      0.000      0.413 
0.6L    :     45.13
    130.3      2.53     58.69    2.75       57.32    24.00      0.300      0.092      0.000      0.413 
0.7L    :     52.77
    177.7      3.52     57.42    2.75       56.04    24.00      0.300      0.424      0.000      0.413 
0.8L    :     60.40
    225.9      4.58     56.14    2.75       54.76    24.00      0.300      0.778      0.000      0.413 
0.9L    :     68.03
    275.4      5.31     58.75    2.30       57.60    24.00      0.300      1.021      0.000      0.827 
Critical:     70.19
    290.3      5.59     58.75    2.08       57.71    24.00      0.300      1.113      0.000      1.760 
Transfer:     72.67
    307.4      5.90     58.75    1.82       57.84    24.00      0.300      1.218      0.000      1.760 
Bearing :     75.00
    323.5      6.14     58.75    0.41       58.55    24.00      0.300      1.296      0.000      2.347 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.97 ft
Prestress      :       0.405  1.80      0.728  2.20      0.890
Self Wt.       :      -0.140  1.85     -0.258  2.40     -0.335
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.265            0.470            0.555
 
At 0.2 x L = 14.60 ft
Prestress      :       0.727  1.80      1.309  2.20      1.600
Self Wt.       :      -0.263  1.85     -0.487  2.40     -0.632
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.464            0.822            0.968
 
At 0.3 x L = 22.23 ft
Prestress      :       0.961  1.80      1.730  2.20      2.115
Self Wt.       :      -0.359  1.85     -0.665  2.40     -0.862
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.602            1.066            1.253
 
At 0.4 x L = 29.87 ft
Prestress      :       1.101  1.80      1.983  2.20      2.423
Self Wt.       :      -0.419  1.85     -0.776  2.40     -1.006
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.682            1.207            1.417
 
At 0.5 x L = 37.50 ft
Prestress      :       1.150  1.80      2.070  2.20      2.530
Self Wt.       :      -0.440  1.85     -0.815  2.40     -1.057
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.710            1.256            1.474
 
At 0.6 x L = 45.13 ft
Prestress      :       1.101  1.80      1.983  2.20      2.423
Self Wt.       :      -0.419  1.85     -0.776  2.40     -1.006
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.682            1.207            1.417
 
At 0.7 x L = 52.77 ft
Prestress      :       0.961  1.80      1.730  2.20      2.115
Self Wt.       :      -0.359  1.85     -0.665  2.40     -0.862
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.602            1.066            1.253
 
At 0.8 x L = 60.40 ft
Prestress      :       0.727  1.80      1.309  2.20      1.600
Self Wt.       :      -0.263  1.85     -0.487  2.40     -0.632
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.464            0.822            0.968
 
At 0.9 x L = 68.03 ft
Prestress      :       0.405  1.80      0.728  2.20      0.890
Self Wt.       :      -0.140  1.85     -0.258  2.40     -0.335
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.265            0.470            0.555
 

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
   582.7    54.1  2.573  267.0    2.1   1.82   3044.1  0.081T 1.00       -       -     -     -  
H/2     :   2.59
   645.2    54.1  2.612  267.0    2.2   1.85   3091.4  0.080T 1.00       -       -     -     -  
0.1L    :   6.97
  1622.0    54.9  3.265  266.3    2.7   2.30   3890.5  0.064T 1.00       -       -     -     -  
0.2L    :  14.60
  2993.0    56.1  3.906  265.6    3.2   2.75   4735.3  0.053T 1.00   1020.7  1020.7    4.64    -  
0.3L    :  22.23
  3939.1    57.4  3.906  265.7    3.2   2.75   4847.5  0.053T 1.00    898.1   898.1    5.40    -  
0.4L    :  29.87
  4503.0    58.7  3.906  265.8    3.2   2.75   4959.7  0.053T 1.00    828.3   828.3    5.99    -  
0.5L    :  37.50
  4661.1    58.7  3.906  265.8    3.2   2.75   4959.7  0.053T 1.00    801.9   801.9    6.18    -  
0.6L    :  45.13
  4503.0    58.7  3.906  265.8    3.2   2.75   4959.7  0.053T 1.00    828.3   828.3    5.99    -  
0.7L    :  52.77
  3939.1    57.4  3.906  265.7    3.2   2.75   4847.5  0.053T 1.00    898.1   898.1    5.40    -  
0.8L    :  60.40
  2993.0    56.1  3.906  265.6    3.2   2.75   4735.3  0.053T 1.00   1020.7  1020.7    4.64    -  
0.9L    :  68.03
  1622.0    54.9  3.265  266.3    2.7   2.30   3890.5  0.064T 1.00       -       -     -     -  
H/2     :  72.41
   645.2    54.1  2.612  267.0    2.2   1.85   3091.4  0.080T 1.00       -       -     -     -  
Transfer:  72.67
   582.7    54.1  2.573  267.0    2.1   1.82   3044.1  0.081T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 2; Groups 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.023
        M   2.00 Fb     0.182
 
  2   2 E  50.00 Ft     0.319
        M   4.00 Fb     0.142
 
  3   2 E   6.00 Ft     0.271
        M   6.00 Fb     0.381
 
  4   2 E   6.00 Ft     0.223
        M   6.00 Fb     0.621
 
  5   2 E   6.00 Ft     0.175
        M   6.00 Fb     0.860
 
  6   2 E   2.00 Ft     0.092
        M   2.00 Fb     1.128
 
  7   2 E   2.00 Ft     0.010
        M   2.00 Fb     1.395
 
  8   2 E   2.00 Ft    -0.073
        M   2.00 Fb     1.663
 
  9   2 E   2.00 Ft    -0.156
        M   2.00 Fb     1.930
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 76.33            Release Length, ft: 76.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   2           No. of strands, Straight:  16
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  4.84 %               Final losses: 10.93 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             3.250       1.931     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.537      -0.156     Trans  
      Precast Top w/ reinf. (tension)      -0.537           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.537       0.032   0.2L/0.8L
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4959.68     4661.10     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.096     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.097     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.621    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.739     Midspan
    Pre.Bot:                                                             2.400   0.719    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  37.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.150  1.80      2.070  2.20      2.530
Self Wt.       :      -0.440  1.85     -0.815  2.40     -1.057
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.710            1.256            1.474
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTD                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   75.00
     DC  Line       0.087      0.00       0.087   75.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    37.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 76.333 ft
Release length = 76.333 ft
Design  length = 75.000 ft
 
Kern points:
------------
Upper    =   40.13 in
Lower    =   11.64 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.800   (Calculated)    
Live Moment (1  lane  loaded)  : 0.565   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.139   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.911   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 3
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        748.8 in2           1516.2 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           719142 in4#
Ht. of c.g.           =        24.64 in             41.67 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        780.0 plf           1693.8 plf   
Mom. of Inertia (Iyy) =      36372.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59     6.97    14.60    22.23    29.87    37.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    753.3    769.1    769.1    769.1    769.1    769.1    769.1    769.1
  Yb      ,  in    24.54    24.20    24.20    24.18    24.15    24.12    24.08    24.08
  MI(Ixx) , in4   287022   291234   291262   291752   292657   293627   294661   294661
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1520.4   1535.1   1535.1   1535.1   1535.1   1535.1   1535.1   1535.1
  Yb      ,  in    41.58    41.26    41.26    41.25    41.24    41.22    41.20    41.20
  MI(Ixx) , in4   723741   740125   740179   741107   742775   744504   746294   746294

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
 Outer  15.00 %:
  Max tens           =      -0.54 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 Center  70.00 %:
  Max tens           =      -0.54 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 30.53 ft from member end )
END PATTERN (Ycg = 8.67 in):
    10 @  2.000 in     6 @  6.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.930 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.912 ft
Holddown Force        =  10.597 kips     Beam Shrtng (PL/AE)   =      0.199 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)       
--------------------------------------------------------------------------------------
      1374.958         740 1017.469     14.701 59540.098   870.417     483.183        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.3750      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      7.9170    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.9170     10.9170    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.9170     14.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      14.1670     62.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      62.1663     65.4163    Yes
      2      US#5[M16]       60.00        0.62      12.00      65.4163     68.4163    Yes
      2      US#5[M16]       60.00        0.62       9.00      68.4163     70.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      70.6663     73.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00      73.6663     74.0833    Yes
      2      US#6[M19]       60.00        0.88       4.50      74.0833     75.9583    Yes
      2      US#6[M19]       60.00        0.88       3.00      75.9583     76.2083    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 76.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  3.56 in
         P_init    =      765.7 kips  Ecc = 21.08 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.50 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.530 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.60 ksi    0.00 ksi
    due to Composite Loads                                 -1.14 ksi    0.00 ksi
    due to Live Loads                                      -4.24 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.52 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.50 ksi  ( 4.84 %)            11.94 ksi ( 6.09 %)
Total Prestress Losses                                    21.43 ksi (10.93 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    66.1    73.2   184.8   343.9   457.5   525.7   548.4
(Max)       V      29.3    27.4    27.2    23.8    17.9    11.9     6.0     0.0
DL-Prec.  : M       0.0    10.4    11.5    28.9    53.8    71.6    82.3    85.9
DC(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.5    85.8   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    31.9    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.6     0.6     1.7     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    25.1    27.8    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.8    15.3    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.7     5.0     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   192.8   213.5   535.0   980.8  1280.0  1456.7  1497.7
            V     122.8   117.5   116.9   106.9    90.4    73.9    52.1    35.6
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   122.8   117.5   116.9   106.9    91.2    76.2    61.7    47.8
            M      -0.0   197.3   218.2   535.0   934.5  1188.9  1293.8  1258.2
Total     : M+      0.0   386.3   427.7  1075.9  1987.7  2620.2  2997.7  3106.8
            V     208.4   197.7   196.6   176.6   142.7   108.9    69.7    35.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   208.4   197.7   196.6   176.6   143.5   111.2    79.3    48.0
            M      -0.0   390.8   432.5  1075.9  1941.4  2529.0  2834.8  2867.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.41   72.67   75.00
Self wt.  : M     525.7   457.5   343.9   184.8    73.2    66.1     0.0
(Max)       V       6.0    11.9    17.9    23.8    27.2    27.4    29.3
DL-Prec.  : M      82.3    71.6    53.8    28.9    11.5    10.4     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     615.9   536.0   402.9   216.6    85.8    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    31.9    32.1    34.3
Diaphragm : M       7.5     5.6     3.7     1.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     199.5   173.6   130.5    70.1    27.8    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.3    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    15.3    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.7     5.7     6.1
LL + I    : M+   1456.7  1280.0   980.8   535.0   213.5   192.8     0.0
            V      52.1    73.9    90.4   106.9   116.9   117.5   122.8
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    61.7    76.2    91.2   106.9   116.9   117.5   122.8
            M    1293.8  1188.9   934.5   535.0   218.2   197.3    -0.0
Total     : M+   2997.7  2620.2  1987.7  1075.9   427.7   386.3     0.0
            V      69.7   108.9   142.7   176.6   196.6   197.7   208.4
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    79.3   111.2   143.5   176.6   196.6   197.7   208.4
            M    2834.8  2529.0  1941.4  1075.9   432.5   390.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.3             29.3
Deck+Haunch            34.3             34.3
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.6              4.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           30.6             30.6
Live                   87.0             87.0
        Truck          63.0             63.0
        Lane           24.0             24.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    66.1    73.2   184.8   343.9   457.5   525.7   548.4
(Max)       V      29.3    27.4    27.2    23.8    17.9    11.9     6.0     0.0
DL-Prec.  : M       0.0    10.4    11.5    28.9    53.8    71.6    82.3    85.9
DC(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.5    85.8   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    31.9    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.6     0.6     1.7     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    25.1    27.8    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.8    15.3    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.7     5.0     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   154.2   170.8   428.0   784.7  1024.0  1165.4  1198.1
            V      98.3    94.0    93.5    85.5    72.3    59.1    41.7    28.5
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    98.3    94.0    93.5    85.5    72.9    60.9    49.4    38.2
            M      -0.0   157.8   174.5   428.0   747.6   951.1  1035.1  1006.6
Total     : M+      0.0   347.7   385.1   968.9  1791.5  2364.2  2706.3  2807.3
            V     183.8   174.2   173.2   155.2   124.7    94.1    59.3    28.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   183.8   174.2   173.2   155.2   125.3    95.9    67.0    38.5
            M      -0.0   351.3   388.8   968.9  1754.5  2291.3  2576.0  2615.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.41   72.67   75.00
Self wt.  : M     525.7   457.5   343.9   184.8    73.2    66.1     0.0
(Max)       V       6.0    11.9    17.9    23.8    27.2    27.4    29.3
DL-Prec.  : M      82.3    71.6    53.8    28.9    11.5    10.4     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     615.9   536.0   402.9   216.6    85.8    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    31.9    32.1    34.3
Diaphragm : M       7.5     5.6     3.7     1.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     199.5   173.6   130.5    70.1    27.8    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.3    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    15.3    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.7     5.7     6.1
LL + I    : M+   1165.4  1024.0   784.7   428.0   170.8   154.2     0.0
            V      41.7    59.1    72.3    85.5    93.5    94.0    98.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.4    60.9    72.9    85.5    93.5    94.0    98.3
            M    1035.1   951.1   747.6   428.0   174.5   157.8    -0.0
Total     : M+   2706.3  2364.2  1791.5   968.9   385.1   347.7     0.0
            V      59.3    94.1   124.7   155.2   173.2   174.2   183.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    67.0    95.9   125.3   155.2   173.2   174.2   183.8
            M    2576.0  2291.3  1754.5   968.9   388.8   351.3    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    82.7    91.6   231.1   429.9   571.9   657.1   685.5
(Max)       V      36.6    34.3    34.0    29.8    22.3    14.9     7.4     0.0
Self wt.  : M       0.0    59.5    65.9   166.4   309.5   411.8   473.1   493.6
(Min)       V      26.3    24.7    24.5    21.4    16.1    10.7     5.4     0.0
DL-Prec.  : M       0.0    12.9    14.3    36.2    67.3    89.5   102.9   107.3
DC(Max)     V       5.7     5.4     5.3     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     9.3    10.3    26.0    48.5    64.5    74.1    77.3
DC(Min)     V       4.1     3.9     3.8     3.4     2.5     1.7     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    96.8   107.3   270.7   503.6   670.0   769.9   803.1
Haunch (Max)V      42.8    40.2    39.9    34.9    26.2    17.4     8.7     0.0
Deck +    : M       0.0    69.7    77.2   194.9   362.6   482.4   554.3   578.3
Haunch (Min)V      30.8    28.9    28.7    25.1    18.8    12.6     6.3     0.0
Diaphragm : M       0.0     0.7     0.8     2.2     4.6     6.9     9.3    11.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     1.6     3.3     5.0     6.7     8.4
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    31.4    34.7    87.7   163.1   217.0   249.4   260.2
DC(Max)     V      13.9    13.0    12.9    11.3     8.5     5.6     2.8     0.0
DL-Comp   : M       0.0    22.6    25.0    63.1   117.5   156.3   179.6   187.3
DC(Min)     V      10.0     9.4     9.3     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    20.8    23.0    58.1   108.0   143.7   165.1   172.3
DW(Max)     V       9.2     8.6     8.6     7.5     5.6     3.7     1.9     0.0
DL-Comp   : M       0.0     9.0    10.0    25.2    46.8    62.3    71.5    74.6
DW(Min)     V       4.0     3.7     3.7     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   337.4   373.5   936.2  1716.4  2239.9  2549.3  2620.9
            V     215.0   205.6   204.6   187.0   158.2   129.3    91.2    62.4
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   215.0   205.6   204.6   187.0   159.6   133.3   108.0    83.6
            M      -0.0   345.2   381.8   936.2  1635.4  2080.5  2264.2  2201.9
Total     : M+      0.0   582.7   645.2  1622.0  2993.0  3939.1  4503.0  4661.1
            V     323.5   307.4   305.6   275.4   224.5   173.7   113.5    62.7
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   323.5   307.4   305.6   275.4   225.9   177.7   130.3    84.0
            M      -0.0   590.5   653.5  1622.0  2911.9  3779.7  4217.9  4242.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.41   72.67   75.00
Self wt.  : M     657.1   571.9   429.9   231.1    91.6    82.7     0.0
(Max)       V       7.4    14.9    22.3    29.8    34.0    34.3    36.6
Self wt.  : M     473.1   411.8   309.5   166.4    65.9    59.5     0.0
(Min)       V       5.4    10.7    16.1    21.4    24.5    24.7    26.3
DL-Prec.  : M     102.9    89.5    67.3    36.2    14.3    12.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.3     5.4     5.7
DL-Prec.  : M      74.1    64.5    48.5    26.0    10.3     9.3     0.0
DC(Min)     V       0.8     1.7     2.5     3.4     3.8     3.9     4.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     769.9   670.0   503.6   270.7   107.3    96.8     0.0
Haunch (Max)V       8.7    17.4    26.2    34.9    39.9    40.2    42.8
Deck +    : M     554.3   482.4   362.6   194.9    77.2    69.7     0.0
Haunch (Min)V       6.3    12.6    18.8    25.1    28.7    28.9    30.8
Diaphragm : M       9.3     6.9     4.6     2.2     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       6.7     5.0     3.3     1.6     0.6     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     249.4   217.0   163.1    87.7    34.7    31.4     0.0
DC(Max)     V       2.8     5.6     8.5    11.3    12.9    13.0    13.9
DL-Comp   : M     179.6   156.3   117.5    63.1    25.0    22.6     0.0
DC(Min)     V       2.0     4.1     6.1     8.1     9.3     9.4    10.0
DL-Comp   : M     165.1   143.7   108.0    58.1    23.0    20.8     0.0
DW(Max)     V       1.9     3.7     5.6     7.5     8.6     8.6     9.2
DL-Comp   : M      71.5    62.3    46.8    25.2    10.0     9.0     0.0
DW(Min)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
LL + I    : M+   2549.3  2239.9  1716.4   936.2   373.5   337.4     0.0
            V      91.2   129.3   158.2   187.0   204.6   205.6   215.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   108.0   133.3   159.6   187.0   204.6   205.6   215.0
            M    2264.2  2080.5  1635.4   936.2   381.8   345.2    -0.0
Total     : M+   4503.0  3939.1  2993.0  1622.0   645.2   582.7     0.0
            V     113.5   173.7   224.5   275.4   305.6   307.4   323.5
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   130.3   177.7   225.9   275.4   305.6   307.4   323.5
            M    4217.9  3779.7  2911.9  1622.0   653.5   590.5    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.6             36.6
Deck+Haunch            42.8             42.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.7              5.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           69.4             69.4
DL-Comp.(DW)           45.9             45.9
Live                  152.3            152.3
        Truck         110.3            110.3
        Lane           42.0             42.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    66.1    73.2   184.8   343.9   457.5   525.7   548.4
(Max)       V      29.3    27.4    27.2    23.8    17.9    11.9     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    10.4    11.5    28.9    53.8    71.6    82.3    85.9
DC(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.5    85.8   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    31.9    27.9    20.9    14.0     7.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     1.7     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     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    25.1    27.8    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.8     4.5     2.3     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    13.8    15.3    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.7     5.0     3.7     2.5     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   137.1   151.7   374.7   665.7   863.2   956.8   925.4
            V     100.0    95.5    95.0    86.8    73.5    57.0    43.8    30.6
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   100.0    95.5    95.0    86.8    73.5    60.3    47.1    35.2
            M       0.0   137.1   151.7   374.7   665.7   831.8   872.9   818.5
Total     : M+      0.0   330.6   366.0   915.6  1672.6  2203.4  2497.8  2534.6
            V     185.5   175.8   174.7   156.5   125.9    92.0    61.4    30.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   185.5   175.8   174.7   156.5   125.9    95.3    64.8    35.5
            M       0.0   330.6   366.0   915.6  1672.6  2172.0  2413.8  2427.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.41   72.67   75.00
Self wt.  : M     525.7   457.5   343.9   184.8    73.2    66.1     0.0
(Max)       V       6.0    11.9    17.9    23.8    27.2    27.4    29.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      82.3    71.6    53.8    28.9    11.5    10.4     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     615.9   536.0   402.9   216.6    85.8    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    31.9    32.1    34.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       7.5     5.6     3.7     1.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     199.5   173.6   130.5    70.1    27.8    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.3    10.4    11.1
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     110.1    95.8    72.0    38.7    15.3    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.7     5.7     6.1
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+    956.8   863.2   665.7   374.7   151.7   137.1     0.0
            V      43.8    57.0    73.5    86.8    95.0    95.5   100.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    47.1    60.3    73.5    86.8    95.0    95.5   100.0
            M     872.9   831.8   665.7   374.7   151.7   137.1     0.0
Total     : M+   2497.8  2203.4  1672.6   915.6   366.0   330.6     0.0
            V      61.4    92.0   125.9   156.5   174.7   175.8   185.5
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    64.8    95.3   125.9   156.5   174.7   175.8   185.5
            M    2413.8  2172.0  1672.6   915.6   366.0   330.6     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17
 
Beam-Self
Precast-top    0.105   0.251   0.445   0.583   0.664   0.692 
Bottom        -0.086  -0.203  -0.360  -0.470  -0.535  -0.557 
 
Prestress
Precast-top   -0.261  -0.319  -0.413  -0.507  -0.600  -0.600 
Bottom         2.016   2.061   2.135   2.208   2.280   2.280 
 
Total
Precast-top   -0.156  -0.068   0.032   0.076   0.064   0.092 
Bottom         1.931   1.858   1.775   1.738   1.745   1.723 

 
RELEASE LIFTING LOOPS STRESSES, (ksi)
 
             Left/Right Depress.
              Lifting
Location, ft     3.75    30.53
 
Beam-Self
Precast-top    -0.007    0.532 
Bottom          0.005   -0.432 
 
Prestress
Precast-top    -0.270   -0.600 
Bottom          2.023    2.280 
 
Total
Precast-top    -0.277   -0.068 
Bottom          2.029    1.848 

 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.67 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.012   0.013   0.032   0.060   0.080   0.092   0.096 
Precast-top   -0.048  -0.035  -0.017   0.268   0.657   0.910   1.028   1.097 
Bottom         0.410   1.621   1.604   1.339   0.976   0.738   0.624   0.561 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17
 
Beam-Self
Precast-top    0.105   0.251   0.445   0.583   0.664   0.692 
Bottom        -0.086  -0.203  -0.360  -0.470  -0.535  -0.557 
 
Prestress
Precast-top   -0.261  -0.319  -0.413  -0.507  -0.600  -0.600 
Bottom         2.016   2.061   2.135   2.208   2.280   2.280 
 
Total
Precast-top   -0.156  -0.068   0.032   0.076   0.064   0.092 
Bottom         1.931   1.858   1.775   1.738   1.745   1.723 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.67 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.047   0.052   0.128   0.228   0.296   0.329   0.322 
Precast-top   -0.024   0.011   0.023   0.211   0.466   0.633   0.711   0.739 
Bottom         0.205   0.719   0.700   0.419   0.044  -0.204  -0.322  -0.333 
 

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
    323.5    6.5   58.7    0.508   2.1   6.00e-3 50.0    331.6     1.350    2.347      0.20
      0.0    0.4   58.5     42.0 0.156      25.7 0.87    12.00     0.101    1.594 
Transfer:   3.00
    307.4    6.5   58.7    2.287   9.5   2.51e-3 37.8    283.6     0.760    1.760      0.00
    590.5    1.8   57.8    189.0 0.147      48.5 1.67    12.00     0.101    1.679 
Critical:   5.48
    290.2    6.5   58.7    2.617   9.5   0.90e-3 32.1    229.7     0.500    1.760      0.00
   1146.3    2.1   57.7    189.0 0.139      83.3 2.87    12.00     0.101    1.774 
0.1L    :   7.63
    275.4    6.5   58.7    2.902   9.5   0.67e-3 31.3    203.9     0.431    0.827      0.00
   1622.0    2.3   57.6    189.0 0.132      92.6 3.19    12.00     0.101    1.611 
0.2L    :  15.27
    225.9    6.5   56.1    3.906   9.5   1.04e-3 32.7    167.4     0.392    0.413      0.00
   2911.9    2.7   54.8    189.0 0.113      74.2 2.69    24.00     0.101    1.037 
0.3L    :  22.90
    177.7    6.5   57.4    3.906   9.5   2.15e-3 36.5    136.1     0.360    0.413      0.00
   3779.7    2.8   56.0    189.0 0.086      51.8 1.84    24.00     0.101    1.103 
0.4L    :  30.53
    130.3    6.5   58.7    3.906   0.0   2.47e-3 37.7     96.3     0.259    0.413      0.00
   4217.9    2.8   57.3    189.0 0.065      48.5 1.68    24.00     0.101    1.395 
0.5L    :  38.17
     84.0    6.5   58.7    3.906   0.0   2.10e-3 36.4     39.5     0.101    0.413      0.00
   4242.0    2.8   57.3    189.0 0.042      53.8 1.86    24.00     0.101    2.302 
0.6L    :  45.80
    130.3    6.5   58.7    3.906   0.0   2.47e-3 37.7     96.3     0.259    0.413      0.00
   4217.9    2.8   57.3    189.0 0.065      48.5 1.68    24.00     0.101    1.395 
0.7L    :  53.43
    177.7    6.5   57.4    3.906   9.5   2.15e-3 36.5    136.1     0.360    0.413      0.00
   3779.7    2.8   56.0    189.0 0.086      51.8 1.84    24.00     0.101    1.103 
0.8L    :  61.07
    225.9    6.5   56.1    3.906   9.5   1.04e-3 32.7    167.4     0.392    0.413      0.00
   2911.9    2.7   54.8    189.0 0.113      74.2 2.69    24.00     0.101    1.037 
0.9L    :  68.70
    275.4    6.5   58.7    2.902   9.5   0.67e-3 31.3    203.9     0.431    0.827      0.00
   1622.0    2.3   57.6    189.0 0.132      92.6 3.19    12.00     0.101    1.611 
Critical:  70.86
    290.2    6.5   58.7    2.617   9.5   0.90e-3 32.1    229.7     0.500    1.760      0.00
   1146.3    2.1   57.7    189.0 0.139      83.3 2.87    12.00     0.101    1.774 
Transfer:  73.33
    307.4    6.5   58.7    2.287   9.5   2.51e-3 37.8    283.6     0.760    1.760      0.00
    590.5    1.8   57.8    189.0 0.147      48.5 1.67    12.00     0.101    1.679 
Bearing :  75.67
    323.5    6.5   58.7    0.508   2.1   6.00e-3 50.0    331.6     1.350    2.347      0.20
      0.0    0.4   58.5     42.0 0.156      25.7 0.87    12.00     0.101    1.594 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.53
 
 
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
    323.5      6.14     58.75    0.41       58.55    24.00      0.300      1.296      0.000      2.347 
Transfer:      2.33
    307.4      5.90     58.75    1.82       57.84    24.00      0.300      1.218      0.000      1.760 
Critical:      4.81
    290.3      5.59     58.75    2.08       57.71    24.00      0.300      1.113      0.000      1.760 
0.1L    :      6.97
    275.4      5.31     58.75    2.30       57.60    24.00      0.300      1.021      0.000      0.827 
0.2L    :     14.60
    225.9      4.58     56.14    2.75       54.76    24.00      0.300      0.778      0.000      0.413 
0.3L    :     22.23
    177.7      3.52     57.42    2.75       56.04    24.00      0.300      0.424      0.000      0.413 
0.4L    :     29.87
    130.3      2.53     58.69    2.75       57.32    24.00      0.300      0.092      0.000      0.413 
0.5L    :     37.50
     84.0      1.63     58.69    2.75       57.32    24.00      0.300      0.000      0.000      0.413 
0.6L    :     45.13
    130.3      2.53     58.69    2.75       57.32    24.00      0.300      0.092      0.000      0.413 
0.7L    :     52.77
    177.7      3.52     57.42    2.75       56.04    24.00      0.300      0.424      0.000      0.413 
0.8L    :     60.40
    225.9      4.58     56.14    2.75       54.76    24.00      0.300      0.778      0.000      0.413 
0.9L    :     68.03
    275.4      5.31     58.75    2.30       57.60    24.00      0.300      1.021      0.000      0.827 
Critical:     70.19
    290.3      5.59     58.75    2.08       57.71    24.00      0.300      1.113      0.000      1.760 
Transfer:     72.67
    307.4      5.90     58.75    1.82       57.84    24.00      0.300      1.218      0.000      1.760 
Bearing :     75.00
    323.5      6.14     58.75    0.41       58.55    24.00      0.300      1.296      0.000      2.347 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.97 ft
Prestress      :       0.405  1.80      0.728  2.20      0.890
Self Wt.       :      -0.140  1.85     -0.258  2.40     -0.335
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.265            0.470            0.555
 
At 0.2 x L = 14.60 ft
Prestress      :       0.727  1.80      1.309  2.20      1.600
Self Wt.       :      -0.263  1.85     -0.487  2.40     -0.632
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.464            0.822            0.968
 
At 0.3 x L = 22.23 ft
Prestress      :       0.961  1.80      1.730  2.20      2.115
Self Wt.       :      -0.359  1.85     -0.665  2.40     -0.862
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.602            1.066            1.253
 
At 0.4 x L = 29.87 ft
Prestress      :       1.101  1.80      1.983  2.20      2.423
Self Wt.       :      -0.419  1.85     -0.776  2.40     -1.006
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.682            1.207            1.417
 
At 0.5 x L = 37.50 ft
Prestress      :       1.150  1.80      2.070  2.20      2.530
Self Wt.       :      -0.440  1.85     -0.815  2.40     -1.057
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.710            1.256            1.474
 
At 0.6 x L = 45.13 ft
Prestress      :       1.101  1.80      1.983  2.20      2.423
Self Wt.       :      -0.419  1.85     -0.776  2.40     -1.006
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.682            1.207            1.417
 
At 0.7 x L = 52.77 ft
Prestress      :       0.961  1.80      1.730  2.20      2.115
Self Wt.       :      -0.359  1.85     -0.665  2.40     -0.862
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.602            1.066            1.253
 
At 0.8 x L = 60.40 ft
Prestress      :       0.727  1.80      1.309  2.20      1.600
Self Wt.       :      -0.263  1.85     -0.487  2.40     -0.632
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.464            0.822            0.968
 
At 0.9 x L = 68.03 ft
Prestress      :       0.405  1.80      0.728  2.20      0.890
Self Wt.       :      -0.140  1.85     -0.258  2.40     -0.335
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.265            0.470            0.555
 

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
   582.7    54.1  2.573  267.0    2.1   1.82   3044.1  0.081T 1.00       -       -     -     -  
H/2     :   2.59
   645.2    54.1  2.612  267.0    2.2   1.85   3091.4  0.080T 1.00       -       -     -     -  
0.1L    :   6.97
  1622.0    54.9  3.265  266.3    2.7   2.30   3890.5  0.064T 1.00       -       -     -     -  
0.2L    :  14.60
  2993.0    56.1  3.906  265.6    3.2   2.75   4735.3  0.053T 1.00   1020.7  1020.7    4.64    -  
0.3L    :  22.23
  3939.1    57.4  3.906  265.7    3.2   2.75   4847.5  0.053T 1.00    898.1   898.1    5.40    -  
0.4L    :  29.87
  4503.0    58.7  3.906  265.8    3.2   2.75   4959.7  0.053T 1.00    828.3   828.3    5.99    -  
0.5L    :  37.50
  4661.1    58.7  3.906  265.8    3.2   2.75   4959.7  0.053T 1.00    801.9   801.9    6.18    -  
0.6L    :  45.13
  4503.0    58.7  3.906  265.8    3.2   2.75   4959.7  0.053T 1.00    828.3   828.3    5.99    -  
0.7L    :  52.77
  3939.1    57.4  3.906  265.7    3.2   2.75   4847.5  0.053T 1.00    898.1   898.1    5.40    -  
0.8L    :  60.40
  2993.0    56.1  3.906  265.6    3.2   2.75   4735.3  0.053T 1.00   1020.7  1020.7    4.64    -  
0.9L    :  68.03
  1622.0    54.9  3.265  266.3    2.7   2.30   3890.5  0.064T 1.00       -       -     -     -  
H/2     :  72.41
   645.2    54.1  2.612  267.0    2.2   1.85   3091.4  0.080T 1.00       -       -     -     -  
Transfer:  72.67
   582.7    54.1  2.573  267.0    2.1   1.82   3044.1  0.081T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 3; Groups 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.023
        M   2.00 Fb     0.182
 
  2   2 E  50.00 Ft     0.319
        M   4.00 Fb     0.142
 
  3   2 E   6.00 Ft     0.271
        M   6.00 Fb     0.381
 
  4   2 E   6.00 Ft     0.223
        M   6.00 Fb     0.621
 
  5   2 E   6.00 Ft     0.175
        M   6.00 Fb     0.860
 
  6   2 E   2.00 Ft     0.092
        M   2.00 Fb     1.128
 
  7   2 E   2.00 Ft     0.010
        M   2.00 Fb     1.395
 
  8   2 E   2.00 Ft    -0.073
        M   2.00 Fb     1.663
 
  9   2 E   2.00 Ft    -0.156
        M   2.00 Fb     1.930
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 76.33            Release Length, ft: 76.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   2           No. of strands, Straight:  16
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  4.84 %               Final losses: 10.93 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             3.250       1.931     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.537      -0.156     Trans  
      Precast Top w/ reinf. (tension)      -0.537           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.537       0.032   0.2L/0.8L
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4959.68     4661.10     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.096     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.097     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.621    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.739     Midspan
    Pre.Bot:                                                             2.400   0.719    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  37.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.150  1.80      2.070  2.20      2.530
Self Wt.       :      -0.440  1.85     -0.815  2.40     -1.057
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.710            1.256            1.474
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTD                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   75.00
     DC  Line       0.087      0.00       0.087   75.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    37.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 76.333 ft
Release length = 76.333 ft
Design  length = 75.000 ft
 
Kern points:
------------
Upper    =   40.13 in
Lower    =   11.64 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.800   (Calculated)    
Live Moment (1  lane  loaded)  : 0.565   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.139   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.911   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 4
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        748.8 in2           1516.2 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           719142 in4#
Ht. of c.g.           =        24.64 in             41.67 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        780.0 plf           1693.8 plf   
Mom. of Inertia (Iyy) =      36372.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59     6.97    14.60    22.23    29.87    37.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    753.3    769.1    769.1    769.1    769.1    769.1    769.1    769.1
  Yb      ,  in    24.54    24.20    24.20    24.18    24.15    24.12    24.08    24.08
  MI(Ixx) , in4   287022   291234   291262   291752   292657   293627   294661   294661
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1520.4   1535.1   1535.1   1535.1   1535.1   1535.1   1535.1   1535.1
  Yb      ,  in    41.58    41.26    41.26    41.25    41.24    41.22    41.20    41.20
  MI(Ixx) , in4   723741   740125   740179   741107   742775   744504   746294   746294

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
 Outer  15.00 %:
  Max tens           =      -0.54 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 Center  70.00 %:
  Max tens           =      -0.54 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 30.53 ft from member end )
END PATTERN (Ycg = 8.67 in):
    10 @  2.000 in     6 @  6.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.930 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.912 ft
Holddown Force        =  10.597 kips     Beam Shrtng (PL/AE)   =      0.199 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)       
--------------------------------------------------------------------------------------
      1374.958         740 1017.469     14.701 59540.098   870.417     483.183        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.3750      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      7.9170    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.9170     10.9170    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.9170     14.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      14.1670     62.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      62.1663     65.4163    Yes
      2      US#5[M16]       60.00        0.62      12.00      65.4163     68.4163    Yes
      2      US#5[M16]       60.00        0.62       9.00      68.4163     70.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      70.6663     73.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00      73.6663     74.0833    Yes
      2      US#6[M19]       60.00        0.88       4.50      74.0833     75.9583    Yes
      2      US#6[M19]       60.00        0.88       3.00      75.9583     76.2083    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 76.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  3.56 in
         P_init    =      765.7 kips  Ecc = 21.08 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.50 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.530 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.60 ksi    0.00 ksi
    due to Composite Loads                                 -1.14 ksi    0.00 ksi
    due to Live Loads                                      -4.24 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.52 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.50 ksi  ( 4.84 %)            11.94 ksi ( 6.09 %)
Total Prestress Losses                                    21.43 ksi (10.93 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    66.1    73.2   184.8   343.9   457.5   525.7   548.4
(Max)       V      29.3    27.4    27.2    23.8    17.9    11.9     6.0     0.0
DL-Prec.  : M       0.0    10.4    11.5    28.9    53.8    71.6    82.3    85.9
DC(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.5    85.8   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    31.9    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.6     0.6     1.7     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    25.1    27.8    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.8    15.3    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.7     5.0     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   192.8   213.5   535.0   980.8  1280.0  1456.7  1497.7
            V     122.8   117.5   116.9   106.9    90.4    73.9    52.1    35.6
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   122.8   117.5   116.9   106.9    91.2    76.2    61.7    47.8
            M      -0.0   197.3   218.2   535.0   934.5  1188.9  1293.8  1258.2
Total     : M+      0.0   386.3   427.7  1075.9  1987.7  2620.2  2997.7  3106.8
            V     208.4   197.7   196.6   176.6   142.7   108.9    69.7    35.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   208.4   197.7   196.6   176.6   143.5   111.2    79.3    48.0
            M      -0.0   390.8   432.5  1075.9  1941.4  2529.0  2834.8  2867.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.41   72.67   75.00
Self wt.  : M     525.7   457.5   343.9   184.8    73.2    66.1     0.0
(Max)       V       6.0    11.9    17.9    23.8    27.2    27.4    29.3
DL-Prec.  : M      82.3    71.6    53.8    28.9    11.5    10.4     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     615.9   536.0   402.9   216.6    85.8    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    31.9    32.1    34.3
Diaphragm : M       7.5     5.6     3.7     1.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     199.5   173.6   130.5    70.1    27.8    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.3    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    15.3    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.7     5.7     6.1
LL + I    : M+   1456.7  1280.0   980.8   535.0   213.5   192.8     0.0
            V      52.1    73.9    90.4   106.9   116.9   117.5   122.8
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    61.7    76.2    91.2   106.9   116.9   117.5   122.8
            M    1293.8  1188.9   934.5   535.0   218.2   197.3    -0.0
Total     : M+   2997.7  2620.2  1987.7  1075.9   427.7   386.3     0.0
            V      69.7   108.9   142.7   176.6   196.6   197.7   208.4
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    79.3   111.2   143.5   176.6   196.6   197.7   208.4
            M    2834.8  2529.0  1941.4  1075.9   432.5   390.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.3             29.3
Deck+Haunch            34.3             34.3
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.6              4.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           30.6             30.6
Live                   87.0             87.0
        Truck          63.0             63.0
        Lane           24.0             24.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    66.1    73.2   184.8   343.9   457.5   525.7   548.4
(Max)       V      29.3    27.4    27.2    23.8    17.9    11.9     6.0     0.0
DL-Prec.  : M       0.0    10.4    11.5    28.9    53.8    71.6    82.3    85.9
DC(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.5    85.8   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    31.9    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.6     0.6     1.7     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    25.1    27.8    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.8    15.3    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.7     5.0     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   154.2   170.8   428.0   784.7  1024.0  1165.4  1198.1
            V      98.3    94.0    93.5    85.5    72.3    59.1    41.7    28.5
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    98.3    94.0    93.5    85.5    72.9    60.9    49.4    38.2
            M      -0.0   157.8   174.5   428.0   747.6   951.1  1035.1  1006.6
Total     : M+      0.0   347.7   385.1   968.9  1791.5  2364.2  2706.3  2807.3
            V     183.8   174.2   173.2   155.2   124.7    94.1    59.3    28.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   183.8   174.2   173.2   155.2   125.3    95.9    67.0    38.5
            M      -0.0   351.3   388.8   968.9  1754.5  2291.3  2576.0  2615.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.41   72.67   75.00
Self wt.  : M     525.7   457.5   343.9   184.8    73.2    66.1     0.0
(Max)       V       6.0    11.9    17.9    23.8    27.2    27.4    29.3
DL-Prec.  : M      82.3    71.6    53.8    28.9    11.5    10.4     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     615.9   536.0   402.9   216.6    85.8    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    31.9    32.1    34.3
Diaphragm : M       7.5     5.6     3.7     1.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     199.5   173.6   130.5    70.1    27.8    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.3    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    15.3    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.7     5.7     6.1
LL + I    : M+   1165.4  1024.0   784.7   428.0   170.8   154.2     0.0
            V      41.7    59.1    72.3    85.5    93.5    94.0    98.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.4    60.9    72.9    85.5    93.5    94.0    98.3
            M    1035.1   951.1   747.6   428.0   174.5   157.8    -0.0
Total     : M+   2706.3  2364.2  1791.5   968.9   385.1   347.7     0.0
            V      59.3    94.1   124.7   155.2   173.2   174.2   183.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    67.0    95.9   125.3   155.2   173.2   174.2   183.8
            M    2576.0  2291.3  1754.5   968.9   388.8   351.3    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    82.7    91.6   231.1   429.9   571.9   657.1   685.5
(Max)       V      36.6    34.3    34.0    29.8    22.3    14.9     7.4     0.0
Self wt.  : M       0.0    59.5    65.9   166.4   309.5   411.8   473.1   493.6
(Min)       V      26.3    24.7    24.5    21.4    16.1    10.7     5.4     0.0
DL-Prec.  : M       0.0    12.9    14.3    36.2    67.3    89.5   102.9   107.3
DC(Max)     V       5.7     5.4     5.3     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     9.3    10.3    26.0    48.5    64.5    74.1    77.3
DC(Min)     V       4.1     3.9     3.8     3.4     2.5     1.7     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    96.8   107.3   270.7   503.6   670.0   769.9   803.1
Haunch (Max)V      42.8    40.2    39.9    34.9    26.2    17.4     8.7     0.0
Deck +    : M       0.0    69.7    77.2   194.9   362.6   482.4   554.3   578.3
Haunch (Min)V      30.8    28.9    28.7    25.1    18.8    12.6     6.3     0.0
Diaphragm : M       0.0     0.7     0.8     2.2     4.6     6.9     9.3    11.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     1.6     3.3     5.0     6.7     8.4
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    31.4    34.7    87.7   163.1   217.0   249.4   260.2
DC(Max)     V      13.9    13.0    12.9    11.3     8.5     5.6     2.8     0.0
DL-Comp   : M       0.0    22.6    25.0    63.1   117.5   156.3   179.6   187.3
DC(Min)     V      10.0     9.4     9.3     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    20.8    23.0    58.1   108.0   143.7   165.1   172.3
DW(Max)     V       9.2     8.6     8.6     7.5     5.6     3.7     1.9     0.0
DL-Comp   : M       0.0     9.0    10.0    25.2    46.8    62.3    71.5    74.6
DW(Min)     V       4.0     3.7     3.7     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   337.4   373.5   936.2  1716.4  2239.9  2549.3  2620.9
            V     215.0   205.6   204.6   187.0   158.2   129.3    91.2    62.4
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   215.0   205.6   204.6   187.0   159.6   133.3   108.0    83.6
            M      -0.0   345.2   381.8   936.2  1635.4  2080.5  2264.2  2201.9
Total     : M+      0.0   582.7   645.2  1622.0  2993.0  3939.1  4503.0  4661.1
            V     323.5   307.4   305.6   275.4   224.5   173.7   113.5    62.7
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   323.5   307.4   305.6   275.4   225.9   177.7   130.3    84.0
            M      -0.0   590.5   653.5  1622.0  2911.9  3779.7  4217.9  4242.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.41   72.67   75.00
Self wt.  : M     657.1   571.9   429.9   231.1    91.6    82.7     0.0
(Max)       V       7.4    14.9    22.3    29.8    34.0    34.3    36.6
Self wt.  : M     473.1   411.8   309.5   166.4    65.9    59.5     0.0
(Min)       V       5.4    10.7    16.1    21.4    24.5    24.7    26.3
DL-Prec.  : M     102.9    89.5    67.3    36.2    14.3    12.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.3     5.4     5.7
DL-Prec.  : M      74.1    64.5    48.5    26.0    10.3     9.3     0.0
DC(Min)     V       0.8     1.7     2.5     3.4     3.8     3.9     4.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     769.9   670.0   503.6   270.7   107.3    96.8     0.0
Haunch (Max)V       8.7    17.4    26.2    34.9    39.9    40.2    42.8
Deck +    : M     554.3   482.4   362.6   194.9    77.2    69.7     0.0
Haunch (Min)V       6.3    12.6    18.8    25.1    28.7    28.9    30.8
Diaphragm : M       9.3     6.9     4.6     2.2     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       6.7     5.0     3.3     1.6     0.6     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     249.4   217.0   163.1    87.7    34.7    31.4     0.0
DC(Max)     V       2.8     5.6     8.5    11.3    12.9    13.0    13.9
DL-Comp   : M     179.6   156.3   117.5    63.1    25.0    22.6     0.0
DC(Min)     V       2.0     4.1     6.1     8.1     9.3     9.4    10.0
DL-Comp   : M     165.1   143.7   108.0    58.1    23.0    20.8     0.0
DW(Max)     V       1.9     3.7     5.6     7.5     8.6     8.6     9.2
DL-Comp   : M      71.5    62.3    46.8    25.2    10.0     9.0     0.0
DW(Min)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
LL + I    : M+   2549.3  2239.9  1716.4   936.2   373.5   337.4     0.0
            V      91.2   129.3   158.2   187.0   204.6   205.6   215.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   108.0   133.3   159.6   187.0   204.6   205.6   215.0
            M    2264.2  2080.5  1635.4   936.2   381.8   345.2    -0.0
Total     : M+   4503.0  3939.1  2993.0  1622.0   645.2   582.7     0.0
            V     113.5   173.7   224.5   275.4   305.6   307.4   323.5
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   130.3   177.7   225.9   275.4   305.6   307.4   323.5
            M    4217.9  3779.7  2911.9  1622.0   653.5   590.5    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.6             36.6
Deck+Haunch            42.8             42.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.7              5.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           69.4             69.4
DL-Comp.(DW)           45.9             45.9
Live                  152.3            152.3
        Truck         110.3            110.3
        Lane           42.0             42.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    66.1    73.2   184.8   343.9   457.5   525.7   548.4
(Max)       V      29.3    27.4    27.2    23.8    17.9    11.9     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    10.4    11.5    28.9    53.8    71.6    82.3    85.9
DC(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.5    85.8   216.6   402.9   536.0   615.9   642.5
Haunch (Max)V      34.3    32.1    31.9    27.9    20.9    14.0     7.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     1.7     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     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    25.1    27.8    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.8     4.5     2.3     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    13.8    15.3    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.7     5.0     3.7     2.5     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   137.1   151.7   374.7   665.7   863.2   956.8   925.4
            V     100.0    95.5    95.0    86.8    73.5    57.0    43.8    30.6
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   100.0    95.5    95.0    86.8    73.5    60.3    47.1    35.2
            M       0.0   137.1   151.7   374.7   665.7   831.8   872.9   818.5
Total     : M+      0.0   330.6   366.0   915.6  1672.6  2203.4  2497.8  2534.6
            V     185.5   175.8   174.7   156.5   125.9    92.0    61.4    30.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   185.5   175.8   174.7   156.5   125.9    95.3    64.8    35.5
            M       0.0   330.6   366.0   915.6  1672.6  2172.0  2413.8  2427.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.41   72.67   75.00
Self wt.  : M     525.7   457.5   343.9   184.8    73.2    66.1     0.0
(Max)       V       6.0    11.9    17.9    23.8    27.2    27.4    29.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      82.3    71.6    53.8    28.9    11.5    10.4     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     615.9   536.0   402.9   216.6    85.8    77.5     0.0
Haunch (Max)V       7.0    14.0    20.9    27.9    31.9    32.1    34.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       7.5     5.6     3.7     1.7     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     199.5   173.6   130.5    70.1    27.8    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.3    10.4    11.1
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     110.1    95.8    72.0    38.7    15.3    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.7     5.7     6.1
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+    956.8   863.2   665.7   374.7   151.7   137.1     0.0
            V      43.8    57.0    73.5    86.8    95.0    95.5   100.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    47.1    60.3    73.5    86.8    95.0    95.5   100.0
            M     872.9   831.8   665.7   374.7   151.7   137.1     0.0
Total     : M+   2497.8  2203.4  1672.6   915.6   366.0   330.6     0.0
            V      61.4    92.0   125.9   156.5   174.7   175.8   185.5
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    64.8    95.3   125.9   156.5   174.7   175.8   185.5
            M    2413.8  2172.0  1672.6   915.6   366.0   330.6     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17
 
Beam-Self
Precast-top    0.105   0.251   0.445   0.583   0.664   0.692 
Bottom        -0.086  -0.203  -0.360  -0.470  -0.535  -0.557 
 
Prestress
Precast-top   -0.261  -0.319  -0.413  -0.507  -0.600  -0.600 
Bottom         2.016   2.061   2.135   2.208   2.280   2.280 
 
Total
Precast-top   -0.156  -0.068   0.032   0.076   0.064   0.092 
Bottom         1.931   1.858   1.775   1.738   1.745   1.723 

 
RELEASE LIFTING LOOPS STRESSES, (ksi)
 
             Left/Right Depress.
              Lifting
Location, ft     3.75    30.53
 
Beam-Self
Precast-top    -0.007    0.532 
Bottom          0.005   -0.432 
 
Prestress
Precast-top    -0.270   -0.600 
Bottom          2.023    2.280 
 
Total
Precast-top    -0.277   -0.068 
Bottom          2.029    1.848 

 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.67 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.012   0.013   0.032   0.060   0.080   0.092   0.096 
Precast-top   -0.048  -0.035  -0.017   0.268   0.657   0.910   1.028   1.097 
Bottom         0.410   1.621   1.604   1.339   0.976   0.738   0.624   0.561 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17
 
Beam-Self
Precast-top    0.105   0.251   0.445   0.583   0.664   0.692 
Bottom        -0.086  -0.203  -0.360  -0.470  -0.535  -0.557 
 
Prestress
Precast-top   -0.261  -0.319  -0.413  -0.507  -0.600  -0.600 
Bottom         2.016   2.061   2.135   2.208   2.280   2.280 
 
Total
Precast-top   -0.156  -0.068   0.032   0.076   0.064   0.092 
Bottom         1.931   1.858   1.775   1.738   1.745   1.723 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.67 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.047   0.052   0.128   0.228   0.296   0.329   0.322 
Precast-top   -0.024   0.011   0.023   0.211   0.466   0.633   0.711   0.739 
Bottom         0.205   0.719   0.700   0.419   0.044  -0.204  -0.322  -0.333 
 

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
    323.5    6.5   58.7    0.508   2.1   6.00e-3 50.0    331.6     1.350    2.347      0.20
      0.0    0.4   58.5     42.0 0.156      25.7 0.87    12.00     0.101    1.594 
Transfer:   3.00
    307.4    6.5   58.7    2.287   9.5   2.51e-3 37.8    283.6     0.760    1.760      0.00
    590.5    1.8   57.8    189.0 0.147      48.5 1.67    12.00     0.101    1.679 
Critical:   5.48
    290.2    6.5   58.7    2.617   9.5   0.90e-3 32.1    229.7     0.500    1.760      0.00
   1146.3    2.1   57.7    189.0 0.139      83.3 2.87    12.00     0.101    1.774 
0.1L    :   7.63
    275.4    6.5   58.7    2.902   9.5   0.67e-3 31.3    203.9     0.431    0.827      0.00
   1622.0    2.3   57.6    189.0 0.132      92.6 3.19    12.00     0.101    1.611 
0.2L    :  15.27
    225.9    6.5   56.1    3.906   9.5   1.04e-3 32.7    167.4     0.392    0.413      0.00
   2911.9    2.7   54.8    189.0 0.113      74.2 2.69    24.00     0.101    1.037 
0.3L    :  22.90
    177.7    6.5   57.4    3.906   9.5   2.15e-3 36.5    136.1     0.360    0.413      0.00
   3779.7    2.8   56.0    189.0 0.086      51.8 1.84    24.00     0.101    1.103 
0.4L    :  30.53
    130.3    6.5   58.7    3.906   0.0   2.47e-3 37.7     96.3     0.259    0.413      0.00
   4217.9    2.8   57.3    189.0 0.065      48.5 1.68    24.00     0.101    1.395 
0.5L    :  38.17
     84.0    6.5   58.7    3.906   0.0   2.10e-3 36.4     39.5     0.101    0.413      0.00
   4242.0    2.8   57.3    189.0 0.042      53.8 1.86    24.00     0.101    2.302 
0.6L    :  45.80
    130.3    6.5   58.7    3.906   0.0   2.47e-3 37.7     96.3     0.259    0.413      0.00
   4217.9    2.8   57.3    189.0 0.065      48.5 1.68    24.00     0.101    1.395 
0.7L    :  53.43
    177.7    6.5   57.4    3.906   9.5   2.15e-3 36.5    136.1     0.360    0.413      0.00
   3779.7    2.8   56.0    189.0 0.086      51.8 1.84    24.00     0.101    1.103 
0.8L    :  61.07
    225.9    6.5   56.1    3.906   9.5   1.04e-3 32.7    167.4     0.392    0.413      0.00
   2911.9    2.7   54.8    189.0 0.113      74.2 2.69    24.00     0.101    1.037 
0.9L    :  68.70
    275.4    6.5   58.7    2.902   9.5   0.67e-3 31.3    203.9     0.431    0.827      0.00
   1622.0    2.3   57.6    189.0 0.132      92.6 3.19    12.00     0.101    1.611 
Critical:  70.86
    290.2    6.5   58.7    2.617   9.5   0.90e-3 32.1    229.7     0.500    1.760      0.00
   1146.3    2.1   57.7    189.0 0.139      83.3 2.87    12.00     0.101    1.774 
Transfer:  73.33
    307.4    6.5   58.7    2.287   9.5   2.51e-3 37.8    283.6     0.760    1.760      0.00
    590.5    1.8   57.8    189.0 0.147      48.5 1.67    12.00     0.101    1.679 
Bearing :  75.67
    323.5    6.5   58.7    0.508   2.1   6.00e-3 50.0    331.6     1.350    2.347      0.20
      0.0    0.4   58.5     42.0 0.156      25.7 0.87    12.00     0.101    1.594 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.53
 
 
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
    323.5      6.14     58.75    0.41       58.55    24.00      0.300      1.296      0.000      2.347 
Transfer:      2.33
    307.4      5.90     58.75    1.82       57.84    24.00      0.300      1.218      0.000      1.760 
Critical:      4.81
    290.3      5.59     58.75    2.08       57.71    24.00      0.300      1.113      0.000      1.760 
0.1L    :      6.97
    275.4      5.31     58.75    2.30       57.60    24.00      0.300      1.021      0.000      0.827 
0.2L    :     14.60
    225.9      4.58     56.14    2.75       54.76    24.00      0.300      0.778      0.000      0.413 
0.3L    :     22.23
    177.7      3.52     57.42    2.75       56.04    24.00      0.300      0.424      0.000      0.413 
0.4L    :     29.87
    130.3      2.53     58.69    2.75       57.32    24.00      0.300      0.092      0.000      0.413 
0.5L    :     37.50
     84.0      1.63     58.69    2.75       57.32    24.00      0.300      0.000      0.000      0.413 
0.6L    :     45.13
    130.3      2.53     58.69    2.75       57.32    24.00      0.300      0.092      0.000      0.413 
0.7L    :     52.77
    177.7      3.52     57.42    2.75       56.04    24.00      0.300      0.424      0.000      0.413 
0.8L    :     60.40
    225.9      4.58     56.14    2.75       54.76    24.00      0.300      0.778      0.000      0.413 
0.9L    :     68.03
    275.4      5.31     58.75    2.30       57.60    24.00      0.300      1.021      0.000      0.827 
Critical:     70.19
    290.3      5.59     58.75    2.08       57.71    24.00      0.300      1.113      0.000      1.760 
Transfer:     72.67
    307.4      5.90     58.75    1.82       57.84    24.00      0.300      1.218      0.000      1.760 
Bearing :     75.00
    323.5      6.14     58.75    0.41       58.55    24.00      0.300      1.296      0.000      2.347 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.97 ft
Prestress      :       0.405  1.80      0.728  2.20      0.890
Self Wt.       :      -0.140  1.85     -0.258  2.40     -0.335
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.265            0.470            0.555
 
At 0.2 x L = 14.60 ft
Prestress      :       0.727  1.80      1.309  2.20      1.600
Self Wt.       :      -0.263  1.85     -0.487  2.40     -0.632
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.464            0.822            0.968
 
At 0.3 x L = 22.23 ft
Prestress      :       0.961  1.80      1.730  2.20      2.115
Self Wt.       :      -0.359  1.85     -0.665  2.40     -0.862
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.602            1.066            1.253
 
At 0.4 x L = 29.87 ft
Prestress      :       1.101  1.80      1.983  2.20      2.423
Self Wt.       :      -0.419  1.85     -0.776  2.40     -1.006
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.682            1.207            1.417
 
At 0.5 x L = 37.50 ft
Prestress      :       1.150  1.80      2.070  2.20      2.530
Self Wt.       :      -0.440  1.85     -0.815  2.40     -1.057
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.710            1.256            1.474
 
At 0.6 x L = 45.13 ft
Prestress      :       1.101  1.80      1.983  2.20      2.423
Self Wt.       :      -0.419  1.85     -0.776  2.40     -1.006
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.682            1.207            1.417
 
At 0.7 x L = 52.77 ft
Prestress      :       0.961  1.80      1.730  2.20      2.115
Self Wt.       :      -0.359  1.85     -0.665  2.40     -0.862
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.602            1.066            1.253
 
At 0.8 x L = 60.40 ft
Prestress      :       0.727  1.80      1.309  2.20      1.600
Self Wt.       :      -0.263  1.85     -0.487  2.40     -0.632
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.464            0.822            0.968
 
At 0.9 x L = 68.03 ft
Prestress      :       0.405  1.80      0.728  2.20      0.890
Self Wt.       :      -0.140  1.85     -0.258  2.40     -0.335
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.265            0.470            0.555
 

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
   582.7    54.1  2.573  267.0    2.1   1.82   3044.1  0.081T 1.00       -       -     -     -  
H/2     :   2.59
   645.2    54.1  2.612  267.0    2.2   1.85   3091.4  0.080T 1.00       -       -     -     -  
0.1L    :   6.97
  1622.0    54.9  3.265  266.3    2.7   2.30   3890.5  0.064T 1.00       -       -     -     -  
0.2L    :  14.60
  2993.0    56.1  3.906  265.6    3.2   2.75   4735.3  0.053T 1.00   1020.7  1020.7    4.64    -  
0.3L    :  22.23
  3939.1    57.4  3.906  265.7    3.2   2.75   4847.5  0.053T 1.00    898.1   898.1    5.40    -  
0.4L    :  29.87
  4503.0    58.7  3.906  265.8    3.2   2.75   4959.7  0.053T 1.00    828.3   828.3    5.99    -  
0.5L    :  37.50
  4661.1    58.7  3.906  265.8    3.2   2.75   4959.7  0.053T 1.00    801.9   801.9    6.18    -  
0.6L    :  45.13
  4503.0    58.7  3.906  265.8    3.2   2.75   4959.7  0.053T 1.00    828.3   828.3    5.99    -  
0.7L    :  52.77
  3939.1    57.4  3.906  265.7    3.2   2.75   4847.5  0.053T 1.00    898.1   898.1    5.40    -  
0.8L    :  60.40
  2993.0    56.1  3.906  265.6    3.2   2.75   4735.3  0.053T 1.00   1020.7  1020.7    4.64    -  
0.9L    :  68.03
  1622.0    54.9  3.265  266.3    2.7   2.30   3890.5  0.064T 1.00       -       -     -     -  
H/2     :  72.41
   645.2    54.1  2.612  267.0    2.2   1.85   3091.4  0.080T 1.00       -       -     -     -  
Transfer:  72.67
   582.7    54.1  2.573  267.0    2.1   1.82   3044.1  0.081T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 4; Groups 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.023
        M   2.00 Fb     0.182
 
  2   2 E  50.00 Ft     0.319
        M   4.00 Fb     0.142
 
  3   2 E   6.00 Ft     0.271
        M   6.00 Fb     0.381
 
  4   2 E   6.00 Ft     0.223
        M   6.00 Fb     0.621
 
  5   2 E   6.00 Ft     0.175
        M   6.00 Fb     0.860
 
  6   2 E   2.00 Ft     0.092
        M   2.00 Fb     1.128
 
  7   2 E   2.00 Ft     0.010
        M   2.00 Fb     1.395
 
  8   2 E   2.00 Ft    -0.073
        M   2.00 Fb     1.663
 
  9   2 E   2.00 Ft    -0.156
        M   2.00 Fb     1.930
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 76.33            Release Length, ft: 76.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   2           No. of strands, Straight:  16
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  4.84 %               Final losses: 10.93 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             3.250       1.931     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.537      -0.156     Trans  
      Precast Top w/ reinf. (tension)      -0.537           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.537       0.032   0.2L/0.8L
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4959.68     4661.10     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.096     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.097     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.621    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.739     Midspan
    Pre.Bot:                                                             2.400   0.719    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  37.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.150  1.80      2.070  2.20      2.530
Self Wt.       :      -0.440  1.85     -0.815  2.40     -1.057
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.710            1.256            1.474
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTD                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  3.50 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   75.00
     DC  Line       0.076      0.00       0.076   75.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    37.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 76.333 ft
Release length = 76.333 ft
Design  length = 75.000 ft
 
Kern points:
------------
Upper    =   40.13 in
Lower    =   11.64 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.783   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.905   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.997   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 5
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        748.8 in2           1424.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           691516 in4#
Ht. of c.g.           =        24.64 in             40.60 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        780.0 plf           1584.8 plf   
Mom. of Inertia (Iyy) =      36372.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59     6.97    14.60    22.23    29.87    37.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    753.3    769.1    769.1    769.1    769.1    769.1    769.1    769.1
  Yb      ,  in    24.54    24.20    24.20    24.18    24.15    24.12    24.08    24.08
  MI(Ixx) , in4   287022   291234   291262   291752   292657   293627   294661   294661
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1428.9   1443.6   1443.6   1443.6   1443.6   1443.6   1443.6   1443.6
  Yb      ,  in    40.51    40.18    40.18    40.17    40.15    40.13    40.12    40.12
  MI(Ixx) , in4   695821   711161   711213   712111   713727   715403   717140   717140

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
 Outer  15.00 %:
  Max tens           =      -0.54 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 Center  70.00 %:
  Max tens           =      -0.54 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 30.53 ft from member end )
END PATTERN (Ycg = 8.67 in):
    10 @  2.000 in     6 @  6.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.56 in):
(A) Draped:
     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.885 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.856 ft
Holddown Force        =  10.597 kips     Beam Shrtng (PL/AE)   =      0.199 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)       
--------------------------------------------------------------------------------------
      1374.958         740 1017.469     14.701 59540.098   870.417     483.183        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.3750      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      7.9170    Yes
      2      US#5[M16]       60.00        0.62      12.00       7.9170     10.9170    Yes
      2      US#5[M16]       60.00        0.62      15.00      10.9170     14.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      14.1670     62.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      62.1663     65.4163    Yes
      2      US#5[M16]       60.00        0.62      12.00      65.4163     68.4163    Yes
      2      US#5[M16]       60.00        0.62       9.00      68.4163     70.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      70.6663     73.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00      73.6663     74.0833    Yes
      2      US#6[M19]       60.00        0.88       4.50      74.0833     75.9583    Yes
      2      US#6[M19]       60.00        0.88       3.00      75.9583     76.2083    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 76.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  3.56 in
         P_init    =      765.7 kips  Ecc = 21.08 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.50 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.530 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.17 ksi    0.00 ksi
    due to Composite Loads                                 -1.15 ksi    0.00 ksi
    due to Live Loads                                      -4.29 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.52 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.50 ksi  ( 4.84 %)            12.31 ksi ( 6.28 %)
Total Prestress Losses                                    21.81 ksi (11.12 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    66.1    73.2   184.8   343.9   457.5   525.7   548.4
(Max)       V      29.3    27.4    27.2    23.8    17.9    11.9     6.0     0.0
DL-Prec.  : M       0.0     9.5    10.5    26.4    49.2    65.4    75.2    78.4
DC(Max)     V       4.2     3.9     3.9     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    68.2    75.6   190.7   354.9   472.1   542.4   565.9
Haunch (Max)V      30.2    28.3    28.1    24.6    18.4    12.3     6.1     0.0
Diaphragm : M       0.0     0.3     0.3     0.9     1.8     2.8     3.7     4.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.1    27.8    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.8    15.3    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.7     5.0     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   192.9   213.6   535.3   981.4  1280.7  1457.6  1498.6
            V     107.6   102.9   102.3    93.6    79.1    64.7    45.6    31.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   107.6   102.9   102.3    93.6    79.8    66.7    54.0    41.9
            M      -0.0   197.4   218.3   535.3   935.0  1189.6  1294.6  1259.0
Total     : M+      0.0   375.9   416.3  1047.0  1933.7  2548.0  2914.2  3019.0
            V     188.5   178.8   177.7   159.5   128.6    97.7    62.2    31.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   188.5   178.8   177.7   159.5   129.3    99.7    70.6    42.0
            M      -0.0   380.4   421.0  1047.0  1887.4  2456.8  2751.3  2779.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.41   72.67   75.00
Self wt.  : M     525.7   457.5   343.9   184.8    73.2    66.1     0.0
(Max)       V       6.0    11.9    17.9    23.8    27.2    27.4    29.3
DL-Prec.  : M      75.2    65.4    49.2    26.4    10.5     9.5     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     3.9     3.9     4.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     542.4   472.1   354.9   190.7    75.6    68.2     0.0
Haunch (Max)V       6.1    12.3    18.4    24.6    28.1    28.3    30.2
Diaphragm : M       3.7     2.8     1.8     0.9     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     199.5   173.6   130.5    70.1    27.8    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.3    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    15.3    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.7     5.7     6.1
LL + I    : M+   1457.6  1280.7   981.4   535.3   213.6   192.9     0.0
            V      45.6    64.7    79.1    93.6   102.3   102.9   107.6
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    54.0    66.7    79.8    93.6   102.3   102.9   107.6
            M    1294.6  1189.6   935.0   535.3   218.3   197.4    -0.0
Total     : M+   2914.2  2548.0  1933.7  1047.0   416.3   375.9     0.0
            V      62.2    97.7   128.6   159.5   177.7   178.8   188.5
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    70.6    99.7   129.3   159.5   177.7   178.8   188.5
            M    2751.3  2456.8  1887.4  1047.0   421.0   380.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.3             29.3
Deck+Haunch            30.2             30.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.2              4.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           55.5             55.5
DL-Comp.(DW)           30.6             30.6
Live                   87.0             87.0
        Truck          63.0             63.0
        Lane           24.0             24.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    66.1    73.2   184.8   343.9   457.5   525.7   548.4
(Max)       V      29.3    27.4    27.2    23.8    17.9    11.9     6.0     0.0
DL-Prec.  : M       0.0     9.5    10.5    26.4    49.2    65.4    75.2    78.4
DC(Max)     V       4.2     3.9     3.9     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    68.2    75.6   190.7   354.9   472.1   542.4   565.9
Haunch (Max)V      30.2    28.3    28.1    24.6    18.4    12.3     6.1     0.0
Diaphragm : M       0.0     0.3     0.3     0.9     1.8     2.8     3.7     4.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.1    27.8    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.8     4.5     2.3     0.0
DL-Comp   : M       0.0    13.8    15.3    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.7     5.0     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   154.3   170.9   428.2   785.1  1024.6  1166.1  1198.8
            V      86.0    82.3    81.9    74.8    63.3    51.8    36.5    25.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    86.0    82.3    81.9    74.8    63.9    53.4    43.2    33.5
            M      -0.0   157.9   174.6   428.2   748.0   951.6  1035.7  1007.2
Total     : M+      0.0   337.4   373.6   940.0  1737.4  2291.9  2622.7  2719.3
            V     167.0   158.2   157.2   140.8   112.8    84.8    53.1    25.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   167.0   158.2   157.2   140.8   113.4    86.4    59.8    33.6
            M      -0.0   341.0   377.4   940.0  1700.4  2218.9  2492.3  2527.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.41   72.67   75.00
Self wt.  : M     525.7   457.5   343.9   184.8    73.2    66.1     0.0
(Max)       V       6.0    11.9    17.9    23.8    27.2    27.4    29.3
DL-Prec.  : M      75.2    65.4    49.2    26.4    10.5     9.5     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     3.9     3.9     4.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     542.4   472.1   354.9   190.7    75.6    68.2     0.0
Haunch (Max)V       6.1    12.3    18.4    24.6    28.1    28.3    30.2
Diaphragm : M       3.7     2.8     1.8     0.9     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     199.5   173.6   130.5    70.1    27.8    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.3    10.4    11.1
DL-Comp   : M     110.1    95.8    72.0    38.7    15.3    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.7     5.7     6.1
LL + I    : M+   1166.1  1024.6   785.1   428.2   170.9   154.3     0.0
            V      36.5    51.8    63.3    74.8    81.9    82.3    86.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.2    53.4    63.9    74.8    81.9    82.3    86.0
            M    1035.7   951.6   748.0   428.2   174.6   157.9    -0.0
Total     : M+   2622.7  2291.9  1737.4   940.0   373.6   337.4     0.0
            V      53.1    84.8   112.8   140.8   157.2   158.2   167.0
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    59.8    86.4   113.4   140.8   157.2   158.2   167.0
            M    2492.3  2218.9  1700.4   940.0   377.4   341.0    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    82.7    91.6   231.1   429.9   571.9   657.1   685.5
(Max)       V      36.6    34.3    34.0    29.8    22.3    14.9     7.4     0.0
Self wt.  : M       0.0    59.5    65.9   166.4   309.5   411.8   473.1   493.6
(Min)       V      26.3    24.7    24.5    21.4    16.1    10.7     5.4     0.0
DL-Prec.  : M       0.0    11.8    13.1    33.1    61.5    81.8    94.0    98.1
DC(Max)     V       5.2     4.9     4.9     4.3     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     8.5     9.4    23.8    44.3    58.9    67.7    70.6
DC(Min)     V       3.8     3.5     3.5     3.1     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    85.3    94.5   238.4   443.6   590.1   678.0   707.4
Haunch (Max)V      37.7    35.4    35.1    30.7    23.0    15.4     7.7     0.0
Deck +    : M       0.0    61.4    68.0   171.7   319.4   424.9   488.2   509.3
Haunch (Min)V      27.2    25.5    25.3    22.1    16.6    11.1     5.5     0.0
Diaphragm : M       0.0     0.4     0.4     1.1     2.3     3.5     4.7     5.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.8     1.6     2.5     3.4     4.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    31.4    34.7    87.7   163.1   217.0   249.4   260.2
DC(Max)     V      13.9    13.0    12.9    11.3     8.5     5.6     2.8     0.0
DL-Comp   : M       0.0    22.6    25.0    63.1   117.5   156.3   179.6   187.3
DC(Min)     V      10.0     9.4     9.3     8.1     6.1     4.1     2.0     0.0
DL-Comp   : M       0.0    20.8    23.0    58.1   108.0   143.7   165.1   172.3
DW(Max)     V       9.2     8.6     8.6     7.5     5.6     3.7     1.9     0.0
DL-Comp   : M       0.0     9.0    10.0    25.2    46.8    62.3    71.5    74.6
DW(Min)     V       4.0     3.7     3.7     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   337.6   373.8   936.7  1717.4  2241.3  2550.8  2622.5
            V     188.2   180.0   179.1   163.7   138.5   113.2    79.8    54.6
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   188.2   180.0   179.1   163.7   139.7   116.7    94.6    73.2
            M      -0.0   345.4   382.0   936.7  1636.3  2081.7  2265.5  2203.2
Total     : M+      0.0   569.8   631.0  1586.1  2925.9  3849.3  4399.1  4551.7
            V     291.0   276.4   274.7   247.4   201.3   155.2   100.9    54.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   291.0   276.4   274.7   247.4   202.5   158.6   115.6    73.4
            M      -0.0   577.7   639.3  1586.1  2844.7  3689.8  4113.9  4132.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.41   72.67   75.00
Self wt.  : M     657.1   571.9   429.9   231.1    91.6    82.7     0.0
(Max)       V       7.4    14.9    22.3    29.8    34.0    34.3    36.6
Self wt.  : M     473.1   411.8   309.5   166.4    65.9    59.5     0.0
(Min)       V       5.4    10.7    16.1    21.4    24.5    24.7    26.3
DL-Prec.  : M      94.0    81.8    61.5    33.1    13.1    11.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     4.9     4.9     5.2
DL-Prec.  : M      67.7    58.9    44.3    23.8     9.4     8.5     0.0
DC(Min)     V       0.8     1.5     2.3     3.1     3.5     3.5     3.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     678.0   590.1   443.6   238.4    94.5    85.3     0.0
Haunch (Max)V       7.7    15.4    23.0    30.7    35.1    35.4    37.7
Deck +    : M     488.2   424.9   319.4   171.7    68.0    61.4     0.0
Haunch (Min)V       5.5    11.1    16.6    22.1    25.3    25.5    27.2
Diaphragm : M       4.7     3.5     2.3     1.1     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.4     2.5     1.6     0.8     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     249.4   217.0   163.1    87.7    34.7    31.4     0.0
DC(Max)     V       2.8     5.6     8.5    11.3    12.9    13.0    13.9
DL-Comp   : M     179.6   156.3   117.5    63.1    25.0    22.6     0.0
DC(Min)     V       2.0     4.1     6.1     8.1     9.3     9.4    10.0
DL-Comp   : M     165.1   143.7   108.0    58.1    23.0    20.8     0.0
DW(Max)     V       1.9     3.7     5.6     7.5     8.6     8.6     9.2
DL-Comp   : M      71.5    62.3    46.8    25.2    10.0     9.0     0.0
DW(Min)     V       0.8     1.6     2.4     3.2     3.7     3.7     4.0
LL + I    : M+   2550.8  2241.3  1717.4   936.7   373.8   337.6     0.0
            V      79.8   113.2   138.5   163.7   179.1   180.0   188.2
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    94.6   116.7   139.7   163.7   179.1   180.0   188.2
            M    2265.5  2081.7  1636.3   936.7   382.0   345.4    -0.0
Total     : M+   4399.1  3849.3  2925.8  1586.1   631.0   569.8     0.0
            V     100.9   155.2   201.3   247.4   274.7   276.4   291.0
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   115.6   158.6   202.5   247.4   274.7   276.4   291.0
            M    4113.9  3689.8  2844.7  1586.1   639.3   577.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               36.6             36.6
Deck+Haunch            37.7             37.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.2              5.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           69.4             69.4
DL-Comp.(DW)           45.9             45.9
Live                  152.3            152.3
        Truck         110.3            110.3
        Lane           42.0             42.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
Self wt.  : M       0.0    66.1    73.2   184.8   343.9   457.5   525.7   548.4
(Max)       V      29.3    27.4    27.2    23.8    17.9    11.9     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     9.5    10.5    26.4    49.2    65.4    75.2    78.4
DC(Max)     V       4.2     3.9     3.9     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    68.2    75.6   190.7   354.9   472.1   542.4   565.9
Haunch (Max)V      30.2    28.3    28.1    24.6    18.4    12.3     6.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     0.9     1.8     2.8     3.7     4.7
(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    25.1    27.8    70.1   130.5   173.6   199.5   208.1
DC(Max)     V      11.1    10.4    10.3     9.0     6.8     4.5     2.3     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    13.8    15.3    38.7    72.0    95.8   110.1   114.8
DW(Max)     V       6.1     5.7     5.7     5.0     3.7     2.5     1.2     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   194.1   214.8   530.6   942.8  1222.6  1355.1  1310.6
            V     109.4   104.6   104.0    94.9    80.5    62.4    48.0    33.5
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   109.4   104.6   104.0    94.9    80.5    66.0    51.6    38.5
            M       0.0   194.1   214.8   530.6   942.8  1178.0  1236.2  1159.3
Total     : M+      0.0   377.2   417.5  1042.4  1895.1  2489.8  2811.7  2831.0
            V     190.4   180.5   179.4   160.9   130.0    95.4    64.5    33.6
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   190.4   180.5   179.4   160.9   130.0    99.1    68.2    38.7
            M       0.0   377.2   417.5  1042.4  1895.1  2445.3  2692.8  2679.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    45.13   52.77   60.40   68.03   72.41   72.67   75.00
Self wt.  : M     525.7   457.5   343.9   184.8    73.2    66.1     0.0
(Max)       V       6.0    11.9    17.9    23.8    27.2    27.4    29.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      75.2    65.4    49.2    26.4    10.5     9.5     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     3.9     3.9     4.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     542.4   472.1   354.9   190.7    75.6    68.2     0.0
Haunch (Max)V       6.1    12.3    18.4    24.6    28.1    28.3    30.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.7     2.8     1.8     0.9     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     199.5   173.6   130.5    70.1    27.8    25.1     0.0
DC(Max)     V       2.3     4.5     6.8     9.0    10.3    10.4    11.1
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     110.1    95.8    72.0    38.7    15.3    13.8     0.0
DW(Max)     V       1.2     2.5     3.7     5.0     5.7     5.7     6.1
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+   1355.1  1222.6   942.8   530.6   214.8   194.1     0.0
            V      48.0    62.4    80.5    94.9   104.0   104.6   109.4
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    51.6    66.0    80.5    94.9   104.0   104.6   109.4
            M    1236.2  1178.0   942.8   530.6   214.8   194.1     0.0
Total     : M+   2811.7  2489.8  1895.1  1042.4   417.5   377.2     0.0
            V      64.5    95.4   130.0   160.9   179.4   180.5   190.4
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    68.2    99.1   130.0   160.9   179.4   180.5   190.4
            M    2692.8  2445.3  1895.1  1042.4   417.5   377.2     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17
 
Beam-Self
Precast-top    0.105   0.251   0.445   0.583   0.664   0.692 
Bottom        -0.086  -0.203  -0.360  -0.470  -0.535  -0.557 
 
Prestress
Precast-top   -0.261  -0.319  -0.413  -0.507  -0.600  -0.600 
Bottom         2.016   2.061   2.135   2.208   2.280   2.280 
 
Total
Precast-top   -0.156  -0.068   0.032   0.076   0.064   0.092 
Bottom         1.931   1.858   1.775   1.738   1.745   1.723 

 
RELEASE LIFTING LOOPS STRESSES, (ksi)
 
             Left/Right Depress.
              Lifting
Location, ft     3.75    30.53
 
Beam-Self
Precast-top    -0.007    0.532 
Bottom          0.005   -0.432 
 
Prestress
Precast-top    -0.270   -0.600 
Bottom          2.023    2.280 
 
Total
Precast-top    -0.277   -0.068 
Bottom          2.029    1.848 

 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.67 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.014   0.035   0.066   0.087   0.100   0.105 
Precast-top   -0.048  -0.047  -0.030   0.235   0.596   0.828   0.933   0.998 
Bottom         0.410   1.631   1.615   1.367   1.028   0.808   0.704   0.645 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.63   15.27   22.90   30.53   38.17
 
Beam-Self
Precast-top    0.105   0.251   0.445   0.583   0.664   0.692 
Bottom        -0.086  -0.203  -0.360  -0.470  -0.535  -0.557 
 
Prestress
Precast-top   -0.261  -0.319  -0.413  -0.507  -0.600  -0.600 
Bottom         2.016   2.061   2.135   2.208   2.280   2.280 
 
Total
Precast-top   -0.156  -0.068   0.032   0.076   0.064   0.092 
Bottom         1.931   1.858   1.775   1.738   1.745   1.723 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.67 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    6.97   14.60   22.23   29.87   37.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.070   0.077   0.190   0.339   0.440   0.489   0.477 
Precast-top   -0.024   0.022   0.035   0.241   0.517   0.699   0.781   0.803 
Bottom         0.205   0.684   0.662   0.324  -0.122  -0.419  -0.558  -0.557 
 

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
    291.0    6.5   58.7    0.509   2.1   6.00e-3 50.0    295.5     1.204    2.347      0.00
      0.0    0.5   58.5     42.0 0.141      25.7 0.87    12.00     0.101    1.771 
Transfer:   3.00
    276.4    6.5   58.7    2.292   9.5   1.54e-3 34.4    232.9     0.553    1.760      0.00
    577.7    2.1   57.7    189.0 0.132      64.7 2.23    12.00     0.101    1.863 
Critical:   5.46
    260.9    6.5   58.7    2.621   9.5   0.10e-3 29.4    151.2     0.295    1.760      0.00
   1118.7    2.4   57.6    189.0 0.125     129.2 4.46    24.00     0.101    1.969 
0.1L    :   7.63
    247.4    6.5   58.7    2.907   9.5   0.24e-3 29.8    147.8     0.295    0.827      0.00
   1586.1    2.6   57.4    189.0 0.118     117.6 4.07    24.00     0.101    1.968 
0.2L    :  15.27
    202.5    6.5   56.1    3.906   9.5   0.72e-3 31.5    130.0     0.292    0.413      0.00
   2844.7    3.1   54.6    189.0 0.101      85.6 3.12    24.00     0.101    1.240 
0.3L    :  22.90
    158.6    6.5   57.4    3.906   9.5   1.83e-3 35.4    109.9     0.280    0.413      0.00
   3689.8    3.1   55.9    189.0 0.077      56.9 2.02    24.00     0.101    1.298 
0.4L    :  30.53
    115.6    6.5   58.7    3.906   0.0   2.17e-3 36.6     75.9     0.197    0.413      0.00
   4113.9    3.1   57.1    189.0 0.058      52.5 1.83    24.00     0.101    1.647 
0.5L    :  38.17
     73.4    6.5   58.7    3.906   0.0   1.82e-3 35.4     23.3     0.101    0.413      0.00
   4132.4    3.1   57.1    189.0 0.037      58.3 2.03    24.00     0.101    2.753 
0.6L    :  45.80
    115.6    6.5   58.7    3.906   0.0   2.17e-3 36.6     75.9     0.197    0.413      0.00
   4113.9    3.1   57.1    189.0 0.058      52.5 1.83    24.00     0.101    1.647 
0.7L    :  53.43
    158.6    6.5   57.4    3.906   9.5   1.83e-3 35.4    109.9     0.280    0.413      0.00
   3689.8    3.1   55.9    189.0 0.077      56.9 2.02    24.00     0.101    1.298 
0.8L    :  61.07
    202.5    6.5   56.1    3.906   9.5   0.72e-3 31.5    130.0     0.292    0.413      0.00
   2844.7    3.1   54.6    189.0 0.101      85.6 3.12    24.00     0.101    1.240 
0.9L    :  68.70
    247.4    6.5   58.7    2.907   9.5   0.24e-3 29.8    147.8     0.295    0.827      0.00
   1586.1    2.6   57.4    189.0 0.118     117.6 4.07    24.00     0.101    1.968 
Critical:  70.87
    260.9    6.5   58.7    2.621   9.5   0.10e-3 29.4    151.2     0.295    1.760      0.00
   1118.7    2.4   57.6    189.0 0.125     129.2 4.46    24.00     0.101    1.969 
Transfer:  73.33
    276.4    6.5   58.7    2.292   9.5   1.54e-3 34.4    232.9     0.553    1.760      0.00
    577.7    2.1   57.7    189.0 0.132      64.7 2.23    12.00     0.101    1.863 
Bearing :  75.67
    291.0    6.5   58.7    0.509   2.1   6.00e-3 50.0    295.5     1.204    2.347      0.00
      0.0    0.5   58.5     42.0 0.141      25.7 0.87    12.00     0.101    1.771 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.53
 
 
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
    291.0      5.52     58.75    0.47       58.52    24.00      0.300      1.092      0.000      2.347 
Transfer:      2.33
    276.4      5.32     58.75    2.07       57.71    24.00      0.300      1.024      0.000      1.760 
Critical:      4.80
    261.0      5.04     58.75    2.37       57.57    24.00      0.300      0.929      0.000      1.760 
0.1L    :      6.97
    247.4      4.79     58.75    2.62       57.44    24.00      0.300      0.845      0.000      0.827 
0.2L    :     14.60
    202.5      4.12     56.14    3.12       54.58    24.00      0.300      0.624      0.000      0.413 
0.3L    :     22.23
    158.6      3.16     57.42    3.12       55.85    24.00      0.300      0.302      0.000      0.413 
0.4L    :     29.87
    115.6      2.25     58.69    3.13       57.13    24.00      0.300      0.000      0.000      0.413 
0.5L    :     37.50
     73.4      1.43     58.69    3.13       57.13    24.00      0.300      0.000      0.000      0.413 
0.6L    :     45.13
    115.6      2.25     58.69    3.13       57.13    24.00      0.300      0.000      0.000      0.413 
0.7L    :     52.77
    158.6      3.16     57.42    3.12       55.85    24.00      0.300      0.302      0.000      0.413 
0.8L    :     60.40
    202.5      4.12     56.14    3.12       54.58    24.00      0.300      0.624      0.000      0.413 
0.9L    :     68.03
    247.4      4.79     58.75    2.62       57.44    24.00      0.300      0.845      0.000      0.827 
Critical:     70.20
    261.0      5.04     58.75    2.37       57.57    24.00      0.300      0.929      0.000      1.760 
Transfer:     72.67
    276.4      5.32     58.75    2.07       57.71    24.00      0.300      1.024      0.000      1.760 
Bearing :     75.00
    291.0      5.52     58.75    0.47       58.52    24.00      0.300      1.092      0.000      2.347 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.97 ft
Prestress      :       0.405  1.80      0.728  2.20      0.890
Self Wt.       :      -0.140  1.85     -0.258  2.40     -0.335
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.265            0.470            0.555
 
At 0.2 x L = 14.60 ft
Prestress      :       0.727  1.80      1.309  2.20      1.600
Self Wt.       :      -0.263  1.85     -0.487  2.40     -0.632
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.464            0.822            0.968
 
At 0.3 x L = 22.23 ft
Prestress      :       0.961  1.80      1.730  2.20      2.115
Self Wt.       :      -0.359  1.85     -0.665  2.40     -0.862
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.602            1.066            1.253
 
At 0.4 x L = 29.87 ft
Prestress      :       1.101  1.80      1.983  2.20      2.423
Self Wt.       :      -0.419  1.85     -0.776  2.40     -1.006
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.682            1.207            1.417
 
At 0.5 x L = 37.50 ft
Prestress      :       1.150  1.80      2.070  2.20      2.530
Self Wt.       :      -0.440  1.85     -0.815  2.40     -1.057
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.710            1.256            1.474
 
At 0.6 x L = 45.13 ft
Prestress      :       1.101  1.80      1.983  2.20      2.423
Self Wt.       :      -0.419  1.85     -0.776  2.40     -1.006
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.682            1.207            1.417
 
At 0.7 x L = 52.77 ft
Prestress      :       0.961  1.80      1.730  2.20      2.115
Self Wt.       :      -0.359  1.85     -0.665  2.40     -0.862
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.602            1.066            1.253
 
At 0.8 x L = 60.40 ft
Prestress      :       0.727  1.80      1.309  2.20      1.600
Self Wt.       :      -0.263  1.85     -0.487  2.40     -0.632
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.464            0.822            0.968
 
At 0.9 x L = 68.03 ft
Prestress      :       0.405  1.80      0.728  2.20      0.890
Self Wt.       :      -0.140  1.85     -0.258  2.40     -0.335
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.265            0.470            0.555
 

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
   569.8    54.1  2.578  266.6    2.4   2.07   3038.6  0.071T 1.00       -       -     -     -  
H/2     :   2.59
   631.0    54.1  2.617  266.5    2.5   2.10   3085.6  0.070T 1.00       -       -     -     -  
0.1L    :   6.97
  1586.1    54.9  3.271  265.7    3.1   2.62   3878.7  0.056T 1.00       -       -     -     -  
0.2L    :  14.60
  2925.9    56.1  3.906  265.1    3.7   3.12   4708.6  0.046T 1.00   1043.3  1043.3    4.51    -  
0.3L    :  22.23
  3849.3    57.4  3.906  265.2    3.7   3.12   4820.8  0.046T 1.00    934.2   934.2    5.16    -  
0.4L    :  29.87
  4399.1    58.7  3.906  265.3    3.7   3.13   4932.9  0.046T 1.00    872.4   872.4    5.65    -  
0.5L    :  37.50
  4551.7    58.7  3.906  265.3    3.7   3.13   4932.9  0.046T 1.00    849.1   849.1    5.81    -  
0.6L    :  45.13
  4399.1    58.7  3.906  265.3    3.7   3.13   4932.9  0.046T 1.00    872.4   872.4    5.65    -  
0.7L    :  52.77
  3849.3    57.4  3.906  265.2    3.7   3.12   4820.8  0.046T 1.00    934.2   934.2    5.16    -  
0.8L    :  60.40
  2925.8    56.1  3.906  265.1    3.7   3.12   4708.6  0.046T 1.00   1043.3  1043.3    4.51    -  
0.9L    :  68.03
  1586.1    54.9  3.271  265.7    3.1   2.62   3878.7  0.056T 1.00       -       -     -     -  
H/2     :  72.41
   631.0    54.1  2.617  266.5    2.5   2.10   3085.6  0.070T 1.00       -       -     -     -  
Transfer:  72.67
   569.8    54.1  2.578  266.6    2.4   2.07   3038.6  0.071T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.023
        M   2.00 Fb     0.182
 
  2   2 E  50.00 Ft     0.319
        M   4.00 Fb     0.142
 
  3   2 E   6.00 Ft     0.271
        M   6.00 Fb     0.381
 
  4   2 E   6.00 Ft     0.223
        M   6.00 Fb     0.621
 
  5   2 E   6.00 Ft     0.175
        M   6.00 Fb     0.860
 
  6   2 E   2.00 Ft     0.092
        M   2.00 Fb     1.128
 
  7   2 E   2.00 Ft     0.010
        M   2.00 Fb     1.395
 
  8   2 E   2.00 Ft    -0.073
        M   2.00 Fb     1.663
 
  9   2 E   2.00 Ft    -0.156
        M   2.00 Fb     1.930
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 76.33            Release Length, ft: 76.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   2           No. of strands, Straight:  16
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  4.84 %               Final losses: 11.12 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             3.250       1.931     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.537      -0.156     Trans  
      Precast Top w/ reinf. (tension)      -0.537           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.537       0.032   0.2L/0.8L
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4932.94     4551.72     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.105     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   0.998     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.631    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.803     Midspan
    Pre.Bot:                                                             2.400   0.684    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  37.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.150  1.80      2.070  2.20      2.530
Self Wt.       :      -0.440  1.85     -0.815  2.40     -1.057
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.710            1.256            1.474
 
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

