 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTD95 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 95 feet, girder spacing is 9.25 feet, and deck overhang width is 3 feet 
                     and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) The hold-down location is at 0.35*(beam length)
                     (9) The beam lifting and supporting points are both assumed are 1.75 feet and 11 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 5.5 ksi and 6.5 ksi, 
                     respectively.
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_9bd8.tmp\BTD95-0_35\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
Number of spans         =            1
Number of lanes         =            3
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   3513988.00
 
SPAN DATA
---------
Precast length    , ft =     96.333
Bearing-to-bearing, ft =     95.000
Release span      , ft =     96.333
 
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      =      6.500           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5007.550        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      5.500 
Eci ,ksi      =   4738.960
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.35L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: 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   95.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   95.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   95.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   95.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   95.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   95.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   95.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   95.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   95.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   95.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   95.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   47.500
   1    2        0.500   47.500
   1    3        0.500   47.500
   1    4        0.500   47.500
   1    5        0.250   47.500
 
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   95.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   95.00   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    0.053     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              5.50 ksi 
  Elasticity          4739.0 ksi 
  Max comp              3.58 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.56 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      6.50 ksi    4.00 ksi 
  Elasticity 5007.55 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.90 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.93 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    2.60 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.48 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    5.50        6.50      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    5.50        6.50      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    5.50        6.50      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    5.50        6.50      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    5.50        6.50      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 28 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 33.72 ft from member end )
 
END PATTERN (Ycg = 10.14 in):
 
  10 @  2.000 in 8 @  4.000 in 6 @  6.000 in 2 @ 48.000 in 
  2 @ 50.000 in                                            
 
MID PATTERN (Ycg = 3.57 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 8 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75  0.1250  0.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  1.7500  2.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.1670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  9.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.4167 15.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.4167 24.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 24.1670 72.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 72.1663 80.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 80.9167 86.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00 86.9167 90.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 90.6663 94.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 94.1663 94.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50 94.5833 95.7500 Yes       
       2 US#6[M19]  60.0  0.88    2.75 95.7500 96.2083 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 96.3330       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:
 28 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 33.72 ft from member end )
 
END PATTERN (Ycg = 10.14 in):
 
  10 @  2.000 in 8 @  4.000 in 6 @  6.000 in 2 @ 48.000 in 
  2 @ 50.000 in                                            
 
MID PATTERN (Ycg = 3.57 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 8 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75  0.1250  0.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  1.7500  2.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.1670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  9.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.4167 15.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.4167 24.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 24.1670 72.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 72.1663 80.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 80.9167 86.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00 86.9167 90.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 90.6663 94.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 94.1663 94.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50 94.5833 95.7500 Yes       
       2 US#6[M19]  60.0  0.88    2.75 95.7500 96.2083 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 96.3330       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:
 28 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 33.72 ft from member end )
 
END PATTERN (Ycg = 10.14 in):
 
  10 @  2.000 in 8 @  4.000 in 6 @  6.000 in 2 @ 48.000 in 
  2 @ 50.000 in                                            
 
MID PATTERN (Ycg = 3.57 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 8 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75  0.1250  0.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  1.7500  2.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.1670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  9.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.4167 15.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.4167 24.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 24.1670 72.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 72.1663 80.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 80.9167 86.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00 86.9167 90.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 90.6663 94.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 94.1663 94.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50 94.5833 95.7500 Yes       
       2 US#6[M19]  60.0  0.88    2.75 95.7500 96.2083 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 96.3330       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:
 28 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 33.72 ft from member end )
 
END PATTERN (Ycg = 10.14 in):
 
  10 @  2.000 in 8 @  4.000 in 6 @  6.000 in 2 @ 48.000 in 
  2 @ 50.000 in                                            
 
MID PATTERN (Ycg = 3.57 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 8 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75  0.1250  0.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  1.7500  2.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.1670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  9.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.4167 15.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.4167 24.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 24.1670 72.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 72.1663 80.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 80.9167 86.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00 86.9167 90.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 90.6663 94.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 94.1663 94.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50 94.5833 95.7500 Yes       
       2 US#6[M19]  60.0  0.88    2.75 95.7500 96.2083 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 96.3330       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:
 28 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 33.72 ft from member end )
 
END PATTERN (Ycg = 10.14 in):
 
  10 @  2.000 in 8 @  4.000 in 6 @  6.000 in 2 @ 48.000 in 
  2 @ 50.000 in                                            
 
MID PATTERN (Ycg = 3.57 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  10 @  2.000 in 8 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    2.75  0.1250  0.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00  1.7500  2.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.1670  5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.6670  9.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  9.4167 15.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.4167 24.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 24.1670 72.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00 72.1663 80.9167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 80.9167 86.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00 86.9167 90.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 90.6663 94.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 94.1663 94.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50 94.5833 95.7500 Yes       
       2 US#6[M19]  60.0  0.88    2.75 95.7500 96.2083 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 96.3330       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   95.00
     DC  Line       0.052      0.00       0.052   95.00
     DC  Line       0.076      0.00       0.076   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.333 ft
Release length = 96.333 ft
Design  length = 95.000 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)  : 0.736   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.917   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.010   (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           1407.0 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           685845 in4#
Ht. of c.g.           =        24.64 in             40.38 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 = 0.8520

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     8.97    18.60    28.23    37.87    47.50
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    755.6    779.3    779.3    779.3    779.3    779.3    779.3    779.3
  Yb      ,  in    24.51    24.05    24.05    24.00    23.93    23.85    23.82    23.82
  MI(Ixx) , in4   287295   292519   292564   293709   295612   297722   298854   298854
Composite: (At Final, using Ec =  5007.5 ksi )
  Area    , in2   1413.4   1435.5   1435.5   1435.5   1435.5   1435.5   1435.5   1435.5
  Yb      ,  in    40.24    39.77    39.77    39.74    39.70    39.67    39.65    39.65
  MI(Ixx) , in4   691659   712385   712473   714659   718126   721791   723697   723697

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.50 ksi           4.00 ksi
  Elasticity         =    5007.55 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.90 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.93 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           =       2.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.48 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  28 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 33.72 ft from member end )
END PATTERN (Ycg = 10.14 in):
    10 @  2.000 in     8 @  4.000 in     6 @  6.000 in     2 @ 48.000 in
     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.57 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     8 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    6.08 in2      Initial Pull          =     1191.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.839 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.798 ft
Holddown Force        =  19.220 kips     Beam Shrtng (PL/AE)   =      0.373 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)       
--------------------------------------------------------------------------------------
      2699.070         740 1997.312     18.553 75140.133  1086.599     609.782        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      0.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       1.7500      2.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      9.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.4167     15.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.4167     24.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      24.1670     72.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      72.1663     80.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      80.9167     86.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00      86.9167     90.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      90.6663     94.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00      94.1663     94.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50      94.5833     95.7500    Yes
      2      US#6[M19]       60.00        0.88       2.75      95.7500     96.2083    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 96.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.0760 in2       Ycg =  3.57 in
         P_init    =     1191.0 kips  Ecc = 21.07 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    13.41 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.229 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.08 ksi    0.00 ksi
    due to Composite Loads                                 -1.76 ksi    0.00 ksi
    due to Live Loads                                      -5.72 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.24 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 13.41 ksi  ( 6.84 %)            11.30 ksi ( 5.77 %)
Total Prestress Losses                                    24.71 ksi (12.61 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    84.3    93.5   300.9   554.2   735.2   843.7   879.9
(Max)       V      37.1    35.2    35.0    30.1    22.5    15.0     7.5     0.0
DL-Prec.  : M       0.0    17.7    19.6    63.1   116.2   154.2   176.9   184.5
DC(Max)     V       7.8     7.4     7.3     6.3     4.7     3.2     1.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.0    96.4   310.4   571.8   758.6   870.6   907.9
Haunch (Max)V      38.2    36.4    36.1    31.0    23.3    15.5     7.8     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.3     3.5     4.7     5.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.0    35.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.3    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    19.6    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   211.0   233.8   748.3  1363.8  1784.2  2034.0  2099.2
            V     117.9   113.9   113.5   102.5    86.6    70.7    48.8    10.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   117.9   113.9   113.5   102.5    87.5    73.3    59.6    46.5
            M       0.0   217.4   240.7   748.3  1289.5  1638.1  1787.2  1750.8
Total     : M+      0.0   450.0   498.7  1600.9  2934.7  3868.5  4426.8  4595.7
            V     222.9   213.8   212.7   187.7   150.5   113.3    70.2    10.3
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   222.9   213.8   212.7   187.7   151.5   115.9    81.0    46.7
            M       0.0   456.4   505.6  1600.9  2860.5  3722.4  4180.0  4247.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.41   92.67   95.00
Self wt.  : M     843.7   735.2   554.2   300.9    93.5    84.3     0.0
(Max)       V       7.5    15.0    22.5    30.1    35.0    35.2    37.1
DL-Prec.  : M     176.9   154.2   116.2    63.1    19.6    17.7     0.0
DC(Max)     V       1.6     3.2     4.7     6.3     7.3     7.4     7.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     870.6   758.6   571.8   310.4    96.4    87.0     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    36.1    36.4    38.2
Diaphragm : M       4.7     3.5     2.3     1.1     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     320.2   279.0   210.3   114.2    35.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.3    13.4    14.1
DL-Comp   : M     176.7   153.9   116.0    63.0    19.6    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
LL + I    : M+   2034.0  1784.2  1363.8   748.3   233.8   211.0     0.0
            V      48.8    70.7    86.6   102.5   113.5   113.9   117.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.6    73.3    87.5   102.5   113.5   113.9   117.9
            M    1787.2  1638.1  1289.5   748.3   240.7   217.4    -0.0
Total     : M+   4426.8  3868.5  2934.7  1600.9   498.7   450.0     0.0
            V      70.2   113.3   150.5   187.7   212.7   213.8   222.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    81.0   115.9   151.5   187.7   212.7   213.8   222.9
            M    4180.0  3722.4  2860.5  1600.9   505.6   456.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.1             37.1
Deck+Haunch            38.2             38.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            7.8              7.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           38.8             38.8
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    84.3    93.5   300.9   554.2   735.2   843.7   879.9
(Max)       V      37.1    35.2    35.0    30.1    22.5    15.0     7.5     0.0
DL-Prec.  : M       0.0    17.7    19.6    63.1   116.2   154.2   176.9   184.5
DC(Max)     V       7.8     7.4     7.3     6.3     4.7     3.2     1.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.0    96.4   310.4   571.8   758.6   870.6   907.9
Haunch (Max)V      38.2    36.4    36.1    31.0    23.3    15.5     7.8     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.3     3.5     4.7     5.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.0    35.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.3    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    19.6    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   168.8   187.1   598.6  1091.0  1427.4  1627.2  1679.4
            V      94.3    91.1    90.8    82.0    69.3    56.5    39.0     8.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    94.3    91.1    90.8    82.0    70.0    58.6    47.7    37.2
            M       0.0   173.9   192.5   598.6  1031.6  1310.5  1429.7  1400.7
Total     : M+      0.0   407.8   452.0  1451.3  2662.0  3511.7  4020.0  4175.9
            V     199.3   191.0   190.0   167.2   133.2    99.2    60.4     8.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   199.3   191.0   190.0   167.2   134.0   101.3    69.1    37.4
            M       0.0   412.9   457.4  1451.3  2602.6  3394.8  3822.6  3897.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.41   92.67   95.00
Self wt.  : M     843.7   735.2   554.2   300.9    93.5    84.3     0.0
(Max)       V       7.5    15.0    22.5    30.1    35.0    35.2    37.1
DL-Prec.  : M     176.9   154.2   116.2    63.1    19.6    17.7     0.0
DC(Max)     V       1.6     3.2     4.7     6.3     7.3     7.4     7.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     870.6   758.6   571.8   310.4    96.4    87.0     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    36.1    36.4    38.2
Diaphragm : M       4.7     3.5     2.3     1.1     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     320.2   279.0   210.3   114.2    35.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.3    13.4    14.1
DL-Comp   : M     176.7   153.9   116.0    63.0    19.6    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
LL + I    : M+   1627.2  1427.4  1091.0   598.6   187.1   168.8     0.0
            V      39.0    56.5    69.3    82.0    90.8    91.1    94.3
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    47.7    58.6    70.0    82.0    90.8    91.1    94.3
            M    1429.7  1310.5  1031.6   598.6   192.5   173.9    -0.0
Total     : M+   4020.0  3511.7  2662.0  1451.3   452.0   407.8     0.0
            V      60.4    99.2   133.2   167.2   190.0   191.0   199.3
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    69.1   101.3   134.0   167.2   190.0   191.0   199.3
            M    3822.6  3394.8  2602.6  1451.3   457.4   412.9    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0   105.4   116.8   376.1   692.8   919.0  1054.7  1099.9
(Max)       V      46.3    44.0    43.8    37.6    28.2    18.8     9.4     0.0
Self wt.  : M       0.0    75.9    84.1   270.8   498.8   661.7   759.4   791.9
(Min)       V      33.3    31.7    31.5    27.1    20.3    13.5     6.8     0.0
DL-Prec.  : M       0.0    22.1    24.5    78.9   145.3   192.7   221.2   230.7
DC(Max)     V       9.7     9.2     9.2     7.9     5.9     3.9     2.0     0.0
DL-Prec.  : M       0.0    15.9    17.6    56.8   104.6   138.8   159.2   166.1
DC(Min)     V       7.0     6.6     6.6     5.7     4.3     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   108.8   120.6   388.0   714.8   948.2  1088.2  1134.9
Haunch (Max)V      47.8    45.4    45.2    38.8    29.1    19.4     9.7     0.0
Deck +    : M       0.0    78.3    86.8   279.4   514.7   682.7   783.5   817.1
Haunch (Min)V      34.4    32.7    32.5    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.4     0.4     1.4     2.9     4.4     5.9     7.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.0     2.1     3.2     4.3     5.3
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    40.0    44.3   142.7   262.9   348.7   400.2   417.4
DC(Max)     V      17.6    16.7    16.6    14.3    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    28.8    31.9   102.8   189.3   251.1   288.2   300.5
DC(Min)     V      12.7    12.0    12.0    10.3     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    26.5    29.4    94.5   174.1   230.9   265.0   276.4
DW(Max)     V      11.6    11.1    11.0     9.4     7.1     4.7     2.4     0.0
DL-Comp   : M       0.0    11.5    12.7    40.9    75.4   100.1   114.8   119.8
DW(Min)     V       5.0     4.8     4.8     4.1     3.1     2.0     1.0     0.0
LL + I    : M+      0.0   369.2   409.2  1309.5  2386.6  3122.4  3559.4  3673.7
            V     206.4   199.3   198.6   179.3   151.5   123.7    85.3    17.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   206.4   199.3   198.6   179.3   153.2   128.2   104.3    81.4
            M       0.0   380.5   421.2  1309.5  2256.6  2866.6  3127.5  3064.0
Total     : M+      0.0   672.4   745.2  2391.1  4379.3  5766.3  6594.7  6840.4
            V     339.6   326.0   324.5   287.4   232.6   177.8   112.5    17.9
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   339.6   326.0   324.5   287.4   234.3   182.3   131.4    81.6
            M       0.0   683.6   757.2  2391.1  4249.3  5510.5  6162.8  6230.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.41   92.67   95.00
Self wt.  : M    1054.7   919.0   692.8   376.1   116.8   105.4     0.0
(Max)       V       9.4    18.8    28.2    37.6    43.8    44.0    46.3
Self wt.  : M     759.4   661.7   498.8   270.8    84.1    75.9     0.0
(Min)       V       6.8    13.5    20.3    27.1    31.5    31.7    33.3
DL-Prec.  : M     221.2   192.7   145.3    78.9    24.5    22.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.2     9.2     9.7
DL-Prec.  : M     159.2   138.8   104.6    56.8    17.6    15.9     0.0
DC(Min)     V       1.4     2.8     4.3     5.7     6.6     6.6     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1088.2   948.2   714.8   388.0   120.6   108.8     0.0
Haunch (Max)V       9.7    19.4    29.1    38.8    45.2    45.4    47.8
Deck +    : M     783.5   682.7   514.7   279.4    86.8    78.3     0.0
Haunch (Min)V       7.0    14.0    20.9    27.9    32.5    32.7    34.4
Diaphragm : M       5.9     4.4     2.9     1.4     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.3     3.2     2.1     1.0     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     400.2   348.7   262.9   142.7    44.3    40.0     0.0
DC(Max)     V       3.6     7.1    10.7    14.3    16.6    16.7    17.6
DL-Comp   : M     288.2   251.1   189.3   102.8    31.9    28.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.3    12.0    12.0    12.7
DL-Comp   : M     265.0   230.9   174.1    94.5    29.4    26.5     0.0
DW(Max)     V       2.4     4.7     7.1     9.4    11.0    11.1    11.6
DL-Comp   : M     114.8   100.1    75.4    40.9    12.7    11.5     0.0
DW(Min)     V       1.0     2.0     3.1     4.1     4.8     4.8     5.0
LL + I    : M+   3559.4  3122.4  2386.6  1309.5   409.2   369.2     0.0
            V      85.3   123.7   151.5   179.3   198.6   199.3   206.4
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   104.3   128.2   153.2   179.3   198.6   199.3   206.4
            M    3127.5  2866.6  2256.6  1309.5   421.2   380.5    -0.0
Total     : M+   6594.7  5766.3  4379.3  2391.1   745.2   672.4     0.0
            V     112.5   177.8   232.6   287.4   324.5   326.0   339.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   131.4   182.3   234.3   287.4   324.5   326.0   339.6
            M    6162.8  5510.5  4249.3  2391.1   757.2   683.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               46.3             46.3
Deck+Haunch            47.8             47.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            9.7              9.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           58.2             58.2
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    84.3    93.5   300.9   554.2   735.2   843.7   879.9
(Max)       V      37.1    35.2    35.0    30.1    22.5    15.0     7.5     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    17.7    19.6    63.1   116.2   154.2   176.9   184.5
DC(Max)     V       7.8     7.4     7.3     6.3     4.7     3.2     1.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.0    96.4   310.4   571.8   758.6   870.6   907.9
Haunch (Max)V      38.2    36.4    36.1    31.0    23.3    15.5     7.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.3     3.5     4.7     5.9
(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    32.0    35.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.3    11.4     8.6     5.7     2.9     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    17.7    19.6    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     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   210.2   232.8   736.1  1311.4  1708.4  1911.0  1890.2
            V     118.3   114.5   114.1   103.7    89.0    68.0    53.4    26.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   118.3   114.5   114.1   103.7    89.0    74.4    59.7    45.1
            M       0.0   210.2   232.8   736.1  1311.4  1663.3  1791.8  1697.0
Total     : M+      0.0   449.2   497.7  1588.8  2882.3  3792.8  4303.9  4386.8
            V     223.3   214.3   213.3   188.9   152.9   110.7    74.8    26.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   223.3   214.3   213.3   188.9   152.9   117.0    81.1    45.2
            M       0.0   449.2   497.7  1588.8  2882.3  3747.6  4184.7  4193.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.41   92.67   95.00
Self wt.  : M     843.7   735.2   554.2   300.9    93.5    84.3     0.0
(Max)       V       7.5    15.0    22.5    30.1    35.0    35.2    37.1
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     176.9   154.2   116.2    63.1    19.6    17.7     0.0
DC(Max)     V       1.6     3.2     4.7     6.3     7.3     7.4     7.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     870.6   758.6   571.8   310.4    96.4    87.0     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    36.1    36.4    38.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.7     3.5     2.3     1.1     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     320.2   279.0   210.3   114.2    35.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.3    13.4    14.1
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     176.7   153.9   116.0    63.0    19.6    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1911.0  1708.4  1311.4   736.1   232.8   210.2     0.0
            V      53.4    68.0    89.0   103.7   114.1   114.5   118.3
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    59.7    74.4    89.0   103.7   114.1   114.5   118.3
            M    1791.8  1663.3  1311.4   736.1   232.8   210.2     0.0
Total     : M+   4303.9  3792.8  2882.3  1588.8   497.7   449.2     0.0
            V      74.8   110.7   152.9   188.9   213.3   214.3   223.3
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    81.1   117.0   152.9   188.9   213.3   214.3   223.3
            M    4184.7  3747.6  2882.3  1588.8   497.7   449.2     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.63   19.27   28.90   38.53   48.17   33.72
 
Beam-Self
Precast-top    0.134   0.399   0.707   0.924   1.053   1.097   0.999 
Bottom        -0.108  -0.319  -0.562  -0.731  -0.831  -0.865  -0.789 
 
Prestress
Precast-top   -0.239  -0.386  -0.597  -0.804  -0.907  -0.907  -0.907 
Bottom         2.948   3.060   3.219   3.374   3.450   3.450   3.450 
 
Total
Precast-top   -0.105   0.013   0.110   0.119   0.146   0.190   0.092 
Bottom         2.840   2.740   2.657   2.643   2.619   2.585   2.661 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.18 %)
             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    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.038  -0.210  -0.215  -0.339  -0.524  -0.706  -0.796  -0.796
Bottom         0.595   2.589   2.593   2.687   2.827   2.963   3.030   3.030
 
Self wt.
Precast-top   -0.000   0.104   0.115   0.369   0.677   0.893   1.023   1.066
Bottom        -0.000  -0.083  -0.092  -0.295  -0.538  -0.707  -0.807  -0.841
 
DL-Prec (DC)
Precast-top   -0.000   0.022   0.024   0.077   0.142   0.187   0.214   0.224
Bottom        -0.000  -0.017  -0.019  -0.062  -0.113  -0.148  -0.169  -0.176
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.003   0.004   0.006   0.007
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.107   0.118   0.380   0.698   0.922   1.055   1.100
Bottom        -0.000  -0.086  -0.095  -0.304  -0.555  -0.729  -0.833  -0.868
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.011   0.037   0.068   0.089   0.102   0.107
Precast-top   -0.000   0.008   0.009   0.027   0.050   0.066   0.076   0.079
Bottom        -0.000  -0.021  -0.024  -0.076  -0.140  -0.184  -0.211  -0.220
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.006   0.020   0.037   0.049   0.056   0.059
Precast-top   -0.000   0.004   0.005   0.015   0.028   0.037   0.042   0.044
Bottom        -0.000  -0.012  -0.013  -0.042  -0.077  -0.102  -0.116  -0.121
 
LL+I(+)
Topping-top   -0.000   0.068   0.075   0.241   0.438   0.571   0.649   0.670
Precast-top   -0.000   0.051   0.056   0.179   0.326   0.425   0.484   0.500
Bottom        -0.000  -0.141  -0.157  -0.499  -0.905  -1.177  -1.337  -1.380
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.084   0.093   0.298   0.542   0.709   0.808   0.836 
Precast-top   -0.038   0.085   0.112   0.711   1.399   1.829   2.104   2.224 
Bottom         0.595   2.227   2.192   1.407   0.497  -0.087  -0.447  -0.583 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.018   0.057   0.105   0.138   0.159   0.165 
Precast-top   -0.038   0.035   0.056   0.532   1.073   1.403   1.620   1.725 
Bottom         0.595   2.369   2.349   1.907   1.402   1.090   0.890   0.797 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.63   19.27   28.90   38.53   48.17   33.72
 
Beam-Self
Precast-top    0.134   0.399   0.707   0.924   1.053   1.097   0.999 
Bottom        -0.108  -0.319  -0.562  -0.731  -0.831  -0.865  -0.789 
 
Prestress
Precast-top   -0.239  -0.386  -0.597  -0.804  -0.907  -0.907  -0.907 
Bottom         2.948   3.060   3.219   3.374   3.450   3.450   3.450 
 
Total
Precast-top   -0.105   0.013   0.110   0.119   0.146   0.190   0.092 
Bottom         2.840   2.740   2.657   2.643   2.619   2.585   2.661 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.18 %)
             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    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.038  -0.210  -0.215  -0.339  -0.524  -0.706  -0.796  -0.796
Bottom         0.595   2.589   2.593   2.687   2.827   2.963   3.030   3.030
 
Self wt.
Precast-top   -0.000   0.104   0.115   0.369   0.677   0.893   1.023   1.066
Bottom        -0.000  -0.083  -0.092  -0.295  -0.538  -0.707  -0.807  -0.841
 
DL-Prec (DC)
Precast-top   -0.000   0.022   0.024   0.077   0.142   0.187   0.214   0.224
Bottom        -0.000  -0.017  -0.019  -0.062  -0.113  -0.148  -0.169  -0.176
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.003   0.004   0.006   0.007
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.107   0.118   0.380   0.698   0.922   1.055   1.100
Bottom        -0.000  -0.086  -0.095  -0.304  -0.555  -0.729  -0.833  -0.868
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.011   0.037   0.068   0.089   0.102   0.107
Precast-top   -0.000   0.008   0.009   0.027   0.050   0.066   0.076   0.079
Bottom        -0.000  -0.021  -0.024  -0.076  -0.140  -0.184  -0.211  -0.220
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.006   0.020   0.037   0.049   0.056   0.059
Precast-top   -0.000   0.004   0.005   0.015   0.028   0.037   0.042   0.044
Bottom        -0.000  -0.012  -0.013  -0.042  -0.077  -0.102  -0.116  -0.121
 
LL+I(+)
Topping-top   -0.000   0.054   0.060   0.193   0.350   0.457   0.520   0.536
Precast-top   -0.000   0.040   0.045   0.143   0.261   0.340   0.387   0.400
Bottom        -0.000  -0.113  -0.125  -0.399  -0.724  -0.941  -1.070  -1.104
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.070   0.078   0.250   0.455   0.595   0.678   0.702 
Precast-top   -0.038   0.075   0.101   0.675   1.334   1.743   2.007   2.124 
Bottom         0.595   2.256   2.223   1.507   0.678   0.149  -0.180  -0.307 
 

 
 
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    8.97   18.60   28.23   37.87   47.50
F_LL+I(+)
Topping-top   -0.000   0.068   0.075   0.237   0.421   0.546   0.610   0.604
Precast-top   -0.000   0.050   0.056   0.176   0.313   0.407   0.455   0.450
Bottom        -0.000  -0.141  -0.156  -0.491  -0.870  -1.127  -1.256  -1.243
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.076   0.084   0.266   0.473   0.616   0.689   0.686 
Precast-top   -0.019   0.068   0.084   0.442   0.850   1.109   1.265   1.312 
Bottom         0.298   1.044   1.018   0.462  -0.169  -0.582  -0.811  -0.844 
 

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
    339.6    6.5   58.6    0.758   3.8   6.00e-3 50.0    346.9     1.420    3.017      0.00
      0.0    0.7   58.2     42.0 0.152      26.6 0.87    12.00     0.105    1.640 
Transfer:   3.00
    326.0    6.5   58.6    3.413  16.9  -0.01e-3 29.0    201.2     0.391    1.760      0.00
    683.6    3.2   57.0    189.0 0.143     144.1 4.83    12.00     0.105    1.709 
Critical:   5.40
    311.9    6.5   58.6    3.903  16.9  -0.04e-3 28.9    182.5     0.354    1.760      0.00
   1309.4    3.6   56.8    189.0 0.137     147.2 4.95    12.00     0.105    1.779 
0.1L    :   9.63
    287.4    6.5   58.6    4.760  16.9  -0.03e-3 28.9    157.1     0.307    0.620      0.00
   2391.1    4.4   56.4    189.0 0.127     145.4 4.92    12.00     0.105    1.500 
0.2L    :  19.27
    234.3    6.5   55.9    6.076  16.9   0.13e-3 29.5    121.1     0.256    0.496      0.00
   4249.3    4.8   53.5    189.0 0.108     122.3 4.37    24.00     0.105    1.436 
0.3L    :  28.90
    182.3    6.5   57.7    6.076  16.9   1.22e-3 33.3    113.2     0.269    0.413      0.00
   5510.5    4.8   55.3    189.0 0.079      72.5 2.50    24.00     0.105    1.301 
0.4L    :  38.53
    131.4    6.5   58.7    6.076   0.0   1.72e-3 35.0     84.2     0.210    0.413      0.00
   6162.8    4.8   56.3    189.0 0.061      61.8 2.10    24.00     0.105    1.561 
0.5L    :  48.17
     81.6    6.5   58.7    6.076   0.0   1.51e-3 34.3     24.4     0.105    0.413      0.00
   6230.7    4.8   56.3    189.0 0.038      66.3 2.25    24.00     0.105    2.612 
0.6L    :  57.80
    131.4    6.5   58.7    6.076   0.0   1.72e-3 35.0     84.2     0.210    0.413      0.00
   6162.8    4.8   56.3    189.0 0.061      61.8 2.10    24.00     0.105    1.561 
0.7L    :  67.43
    182.3    6.5   57.7    6.076  16.9   1.22e-3 33.3    113.2     0.269    0.413      0.00
   5510.5    4.8   55.3    189.0 0.079      72.5 2.50    24.00     0.105    1.301 
0.8L    :  77.07
    234.3    6.5   55.9    6.076  16.9   0.13e-3 29.5    121.1     0.256    0.496      0.00
   4249.3    4.8   53.5    189.0 0.108     122.3 4.37    24.00     0.105    1.436 
0.9L    :  86.70
    287.4    6.5   58.6    4.760  16.9  -0.03e-3 28.9    157.1     0.307    0.620      0.00
   2391.1    4.4   56.4    189.0 0.127     145.4 4.92    12.00     0.105    1.500 
Critical:  90.94
    311.9    6.5   58.6    3.903  16.9  -0.04e-3 28.9    182.5     0.354    1.760      0.00
   1309.4    3.6   56.8    189.0 0.137     147.2 4.95    12.00     0.105    1.779 
Transfer:  93.33
    326.0    6.5   58.6    3.413  16.9  -0.01e-3 29.0    201.2     0.391    1.760      0.00
    683.6    3.2   57.0    189.0 0.143     144.1 4.83    12.00     0.105    1.709 
Bearing :  95.67
    339.6    6.5   58.6    0.758   3.8   6.00e-3 50.0    346.9     1.420    3.017      0.00
      0.0    0.7   58.2     42.0 0.152      26.6 0.87    12.00     0.105    1.640 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1191.02
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.38
 
 
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
    339.6      6.48     58.58    0.72       58.22    24.00      0.300      1.410      0.000      3.017 
Transfer:      2.33
    326.0      6.36     58.58    3.18       56.99    24.00      0.300      1.368      0.000      1.760 
Critical:      4.73
    312.0      6.11     58.58    3.62       56.77    24.00      0.300      1.286      0.000      1.760 
0.1L    :      8.97
    287.4      5.66     58.58    4.40       56.38    24.00      0.300      1.138      0.000      0.620 
0.2L    :     18.60
    234.3      4.87     55.86    4.81       53.46    24.00      0.300      0.873      0.000      0.496 
0.3L    :     28.23
    182.3      3.66     57.74    4.81       55.33    24.00      0.300      0.470      0.000      0.413 
0.4L    :     37.87
    131.4      2.59     58.68    4.82       56.27    24.00      0.300      0.115      0.000      0.413 
0.5L    :     47.50
     81.6      1.61     58.68    4.82       56.27    24.00      0.300      0.000      0.000      0.413 
0.6L    :     57.13
    131.4      2.59     58.68    4.82       56.27    24.00      0.300      0.115      0.000      0.413 
0.7L    :     66.77
    182.3      3.66     57.74    4.81       55.33    24.00      0.300      0.470      0.000      0.413 
0.8L    :     76.40
    234.3      4.87     55.86    4.81       53.46    24.00      0.300      0.873      0.000      0.496 
0.9L    :     86.03
    287.4      5.66     58.58    4.40       56.38    24.00      0.300      1.138      0.000      0.620 
Critical:     90.27
    312.0      6.11     58.58    3.62       56.77    24.00      0.300      1.286      0.000      1.760 
Transfer:     92.67
    326.0      6.36     58.58    3.18       56.99    24.00      0.300      1.368      0.000      1.760 
Bearing :     95.00
    339.6      6.48     58.58    0.72       58.22    24.00      0.300      1.410      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.97 ft
Prestress      :       0.948  1.80      1.707  2.20      2.086
Self Wt.       :      -0.341  1.85     -0.631  2.40     -0.818
Deck + Haunch  :                       -0.298  2.30     -0.685
DL-Prec. (DC)  :                       -0.061  3.00     -0.182
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.045  3.00     -0.135
DL-Comp. (DW)  :                       -0.025  3.00     -0.074
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 18.60 ft
Prestress      :       1.703  1.80      3.065  2.20      3.747
Self Wt.       :      -0.641  1.85     -1.185  2.40     -1.538
Deck + Haunch  :                       -0.581  2.30     -1.336
DL-Prec. (DC)  :                       -0.118  3.00     -0.354
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.088  3.00     -0.264
DL-Comp. (DW)  :                       -0.049  3.00     -0.146
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 28.23 ft
Prestress      :       2.245  1.80      4.040  2.20      4.938
Self Wt.       :      -0.871  1.85     -1.611  2.40     -2.091
Deck + Haunch  :                       -0.799  2.30     -1.839
DL-Prec. (DC)  :                       -0.162  3.00     -0.487
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.121  3.00     -0.364
DL-Comp. (DW)  :                       -0.067  3.00     -0.201
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 37.87 ft
Prestress      :       2.573  1.80      4.631  2.20      5.660
Self Wt.       :      -1.016  1.85     -1.880  2.40     -2.439
Deck + Haunch  :                       -0.937  2.30     -2.156
DL-Prec. (DC)  :                       -0.190  3.00     -0.571
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.142  3.00     -0.427
DL-Comp. (DW)  :                       -0.079  3.00     -0.236
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 47.50 ft
Prestress      :       2.686  1.80      4.835  2.20      5.910
Self Wt.       :      -1.067  1.85     -1.974  2.40     -2.561
Deck + Haunch  :                       -0.986  2.30     -2.267
DL-Prec. (DC)  :                       -0.200  3.00     -0.601
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.150  3.00     -0.449
DL-Comp. (DW)  :                       -0.083  3.00     -0.248
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 57.13 ft
Prestress      :       2.573  1.80      4.631  2.20      5.660
Self Wt.       :      -1.016  1.85     -1.880  2.40     -2.439
Deck + Haunch  :                       -0.937  2.30     -2.156
DL-Prec. (DC)  :                       -0.190  3.00     -0.571
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.142  3.00     -0.427
DL-Comp. (DW)  :                       -0.079  3.00     -0.236
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 66.77 ft
Prestress      :       2.245  1.80      4.040  2.20      4.938
Self Wt.       :      -0.871  1.85     -1.611  2.40     -2.091
Deck + Haunch  :                       -0.799  2.30     -1.839
DL-Prec. (DC)  :                       -0.162  3.00     -0.487
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.121  3.00     -0.364
DL-Comp. (DW)  :                       -0.067  3.00     -0.201
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 76.40 ft
Prestress      :       1.703  1.80      3.065  2.20      3.747
Self Wt.       :      -0.641  1.85     -1.185  2.40     -1.538
Deck + Haunch  :                       -0.581  2.30     -1.336
DL-Prec. (DC)  :                       -0.118  3.00     -0.354
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.088  3.00     -0.264
DL-Comp. (DW)  :                       -0.049  3.00     -0.146
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 86.03 ft
Prestress      :       0.948  1.80      1.707  2.20      2.086
Self Wt.       :      -0.341  1.85     -0.631  2.40     -0.818
Deck + Haunch  :                       -0.298  2.30     -0.685
DL-Prec. (DC)  :                       -0.061  3.00     -0.182
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.045  3.00     -0.135
DL-Comp. (DW)  :                       -0.025  3.00     -0.074
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
   672.4    52.7  3.982  264.6    3.7   3.18   4487.3  0.045T 1.00       -       -     -     -  
H/2     :   2.59
   745.2    52.7  4.043  264.6    3.8   3.23   4557.8  0.045T 1.00       -       -     -     -  
0.1L    :   8.97
  2391.1    54.0  5.553  262.7    5.2   4.40   6296.7  0.032T 1.00       -       -     -     -  
0.2L    :  18.60
  4379.3    55.9  6.076  262.3    5.7   4.81   7101.0  0.029T 1.00   5585.5  5585.5    1.27    -  
0.3L    :  28.23
  5766.3    57.7  6.076  262.6    5.7   4.81   7356.9  0.029T 1.00   5671.2  5671.2    1.30    -  
0.4L    :  37.87
  6594.7    58.7  6.076  262.7    5.7   4.82   7484.9  0.029T 1.00   5696.7  5696.7    1.31    -  
0.5L    :  47.50
  6840.4    58.7  6.076  262.7    5.7   4.82   7484.9  0.029T 1.00   5659.3  5659.3    1.32    -  
0.6L    :  57.13
  6594.7    58.7  6.076  262.7    5.7   4.82   7484.9  0.029T 1.00   5696.7  5696.7    1.31    -  
0.7L    :  66.77
  5766.3    57.7  6.076  262.6    5.7   4.81   7356.9  0.029T 1.00   5671.2  5671.2    1.30    -  
0.8L    :  76.40
  4379.3    55.9  6.076  262.3    5.7   4.81   7101.0  0.029T 1.00   5585.5  5585.5    1.27    -  
0.9L    :  86.03
  2391.1    54.0  5.553  262.7    5.2   4.40   6296.7  0.032T 1.00       -       -     -     -  
H/2     :  92.41
   745.2    52.7  4.043  264.6    3.8   3.23   4557.8  0.045T 1.00       -       -     -     -  
Transfer:  92.67
   672.4    52.7  3.982  264.6    3.7   3.18   4487.3  0.045T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 1; Groups 1-14; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.051
        M   2.00 Fb     0.156
 
  2   2 E  50.00 Ft     0.351
        M   4.00 Fb     0.112
 
  3   2 E  48.00 Ft     0.633
        M   2.00 Fb     0.082
 
  4   2 E   6.00 Ft     0.585
        M   6.00 Fb     0.318
 
  5   2 E   6.00 Ft     0.537
        M   6.00 Fb     0.553
 
  6   2 E   6.00 Ft     0.489
        M   6.00 Fb     0.788
 
  7   2 E   4.00 Ft     0.423
        M   4.00 Fb     1.038
 
  8   2 E   4.00 Ft     0.358
        M   4.00 Fb     1.287
 
  9   2 E   4.00 Ft     0.293
        M   4.00 Fb     1.537
 
 10   2 E   4.00 Ft     0.227
        M   4.00 Fb     1.786
 
 11   2 E   2.00 Ft     0.144
        M   2.00 Fb     2.049
 
 12   2 E   2.00 Ft     0.061
        M   2.00 Fb     2.313
 
 13   2 E   2.00 Ft    -0.022
        M   2.00 Fb     2.576
 
 14   2 E   2.00 Ft    -0.105
        M   2.00 Fb     2.840
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 96.33            Release Length, ft: 96.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  28
No. of strands, Draped:   4           No. of strands, Straight:  24
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.5 ksi  f'ct   4.0 ksi
Initial losses:  6.84 %               Final losses: 12.61 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       2.840     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.105       Trans
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7484.88     6840.36     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   0.836     Midspan    1.800   0.165     Midspan
    Pre.Top:   3.900   2.224     Midspan    2.925   1.725     Midspan
    Pre.Bot:   3.900   2.227    Transfer    2.925   2.369    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.484  -0.038     Bearing
    Pre.Bot:  -0.484  -0.307     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.600   1.312     Midspan
    Pre.Bot:                                                             2.600   1.044    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.686  1.80      4.835  2.20      5.910
Self Wt.       :      -1.067  1.85     -1.974  2.40     -2.561
Deck + Haunch  :                       -0.986  2.30     -2.267
DL-Prec. (DC)  :                       -0.200  3.00     -0.601
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.150  3.00     -0.449
DL-Comp. (DW)  :                       -0.083  3.00     -0.248
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   95.00
     DC  Line       0.087      0.00       0.087   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.333 ft
Release length = 96.333 ft
Design  length = 95.000 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)  : 0.752   (Calculated)    
Live Moment (1  lane  loaded)  : 0.521   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.154   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.923   (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           1496.2 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           713437 in4#
Ht. of c.g.           =        24.64 in             41.45 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 = 0.8520

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     8.97    18.60    28.23    37.87    47.50
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    755.6    779.3    779.3    779.3    779.3    779.3    779.3    779.3
  Yb      ,  in    24.51    24.05    24.05    24.00    23.93    23.85    23.82    23.82
  MI(Ixx) , in4   287295   292519   292564   293709   295612   297722   298854   298854
Composite: (At Final, using Ec =  5007.5 ksi )
  Area    , in2   1502.5   1524.7   1524.7   1524.7   1524.7   1524.7   1524.7   1524.7
  Yb      ,  in    41.32    40.86    40.85    40.83    40.80    40.76    40.74    40.74
  MI(Ixx) , in4   719671   741890   741980   744243   747828   751609   753574   753574

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.50 ksi           4.00 ksi
  Elasticity         =    5007.55 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.90 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.93 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           =       2.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.48 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  28 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 33.72 ft from member end )
END PATTERN (Ycg = 10.14 in):
    10 @  2.000 in     8 @  4.000 in     6 @  6.000 in     2 @ 48.000 in
     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.57 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     8 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    6.08 in2      Initial Pull          =     1191.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.908 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.884 ft
Holddown Force        =  19.220 kips     Beam Shrtng (PL/AE)   =      0.373 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)       
--------------------------------------------------------------------------------------
      2699.070         740 1997.312     18.553 75140.133  1086.599     609.782        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      0.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       1.7500      2.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      9.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.4167     15.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.4167     24.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      24.1670     72.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      72.1663     80.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      80.9167     86.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00      86.9167     90.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      90.6663     94.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00      94.1663     94.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50      94.5833     95.7500    Yes
      2      US#6[M19]       60.00        0.88       2.75      95.7500     96.2083    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 96.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.0760 in2       Ycg =  3.57 in
         P_init    =     1191.0 kips  Ecc = 21.07 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    13.41 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.229 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.46 ksi    0.00 ksi
    due to Composite Loads                                 -1.75 ksi    0.00 ksi
    due to Live Loads                                      -5.32 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.24 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 13.41 ksi  ( 6.84 %)            11.34 ksi ( 5.79 %)
Total Prestress Losses                                    24.75 ksi (12.63 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    84.3    93.5   300.9   554.2   735.2   843.7   879.9
(Max)       V      37.1    35.2    35.0    30.1    22.5    15.0     7.5     0.0
DL-Prec.  : M       0.0    13.2    14.6    47.1    86.8   115.1   132.1   137.8
DC(Max)     V       5.8     5.5     5.5     4.7     3.5     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.8   109.5   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.0    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.6     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    32.0    35.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.3    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    19.6    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   198.3   219.7   703.1  1281.5  1676.5  1911.2  1972.5
            V     134.7   130.1   129.6   117.0    98.9    80.7    55.7    11.6
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   134.7   130.1   129.6   117.0   100.0    83.7    68.1    53.2
            M       0.0   204.3   226.2   703.1  1211.7  1539.2  1679.3  1645.2
Total     : M+      0.0   444.8   493.0  1582.9  2902.7  3828.0  4381.8  4551.2
            V     243.0   233.1   232.0   205.0   164.9   124.8    77.9    11.8
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   243.0   233.1   232.0   205.0   166.0   127.8    90.2    53.4
            M       0.0   450.8   499.5  1582.9  2832.9  3690.7  4149.9  4223.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.41   92.67   95.00
Self wt.  : M     843.7   735.2   554.2   300.9    93.5    84.3     0.0
(Max)       V       7.5    15.0    22.5    30.1    35.0    35.2    37.1
DL-Prec.  : M     132.1   115.1    86.8    47.1    14.6    13.2     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5   109.5    98.8     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.0    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    35.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.3    13.4    14.1
DL-Comp   : M     176.7   153.9   116.0    63.0    19.6    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
LL + I    : M+   1911.2  1676.5  1281.5   703.1   219.7   198.3     0.0
            V      55.7    80.7    98.9   117.0   129.6   130.1   134.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    68.1    83.7   100.0   117.0   129.6   130.1   134.7
            M    1679.3  1539.2  1211.7   703.1   226.2   204.3    -0.0
Total     : M+   4381.8  3828.0  2902.7  1582.9   493.0   444.8     0.0
            V      77.9   124.8   164.9   205.0   232.0   233.1   243.0
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    90.2   127.8   166.0   205.0   232.0   233.1   243.0
            M    4149.9  3690.7  2832.9  1582.9   499.5   450.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.1             37.1
Deck+Haunch            43.4             43.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.8              5.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           38.8             38.8
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    84.3    93.5   300.9   554.2   735.2   843.7   879.9
(Max)       V      37.1    35.2    35.0    30.1    22.5    15.0     7.5     0.0
DL-Prec.  : M       0.0    13.2    14.6    47.1    86.8   115.1   132.1   137.8
DC(Max)     V       5.8     5.5     5.5     4.7     3.5     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.8   109.5   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.0    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.6     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    32.0    35.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.3    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    19.6    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   158.6   175.8   562.5  1025.2  1341.2  1529.0  1578.0
            V     107.8   104.1   103.7    93.6    79.1    64.6    44.6     9.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   107.8   104.1   103.7    93.6    80.0    66.9    54.4    42.5
            M       0.0   163.4   180.9   562.5   969.3  1231.4  1343.4  1316.1
Total     : M+      0.0   405.2   449.1  1442.3  2646.4  3492.7  3999.6  4156.7
            V     216.1   207.1   206.1   181.5   145.1   108.7    66.7     9.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   216.1   207.1   206.1   181.5   146.0   111.0    76.6    42.8
            M       0.0   410.0   454.2  1442.3  2590.6  3382.9  3814.1  3894.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.41   92.67   95.00
Self wt.  : M     843.7   735.2   554.2   300.9    93.5    84.3     0.0
(Max)       V       7.5    15.0    22.5    30.1    35.0    35.2    37.1
DL-Prec.  : M     132.1   115.1    86.8    47.1    14.6    13.2     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5   109.5    98.8     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.0    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    35.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.3    13.4    14.1
DL-Comp   : M     176.7   153.9   116.0    63.0    19.6    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
LL + I    : M+   1529.0  1341.2  1025.2   562.5   175.8   158.6     0.0
            V      44.6    64.6    79.1    93.6   103.7   104.1   107.8
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    54.4    66.9    80.0    93.6   103.7   104.1   107.8
            M    1343.4  1231.4   969.3   562.5   180.9   163.4    -0.0
Total     : M+   3999.6  3492.7  2646.4  1442.3   449.1   405.2     0.0
            V      66.7   108.7   145.1   181.5   206.1   207.1   216.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    76.6   111.0   146.0   181.5   206.1   207.1   216.1
            M    3814.1  3382.9  2590.6  1442.3   454.2   410.0    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0   105.4   116.8   376.1   692.8   919.0  1054.7  1099.9
(Max)       V      46.3    44.0    43.8    37.6    28.2    18.8     9.4     0.0
Self wt.  : M       0.0    75.9    84.1   270.8   498.8   661.7   759.4   791.9
(Min)       V      33.3    31.7    31.5    27.1    20.3    13.5     6.8     0.0
DL-Prec.  : M       0.0    16.5    18.3    58.9   108.5   143.9   165.1   172.2
DC(Max)     V       7.3     6.9     6.9     5.9     4.4     2.9     1.5     0.0
DL-Prec.  : M       0.0    11.9    13.2    42.4    78.1   103.6   118.9   124.0
DC(Min)     V       5.2     5.0     4.9     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   123.5   136.9   440.6   811.6  1076.6  1235.6  1288.6
Haunch (Max)V      54.3    51.6    51.3    44.0    33.0    22.0    11.0     0.0
Deck +    : M       0.0    88.9    98.6   317.2   584.3   775.2   889.6   927.8
Haunch (Min)V      39.1    37.1    36.9    31.7    23.8    15.8     7.9     0.0
Diaphragm : M       0.0     0.7     0.8     2.8     5.8     8.8    11.8    14.8
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     2.0     4.2     6.4     8.5    10.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    40.0    44.3   142.7   262.9   348.7   400.2   417.4
DC(Max)     V      17.6    16.7    16.6    14.3    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    28.8    31.9   102.8   189.3   251.1   288.2   300.5
DC(Min)     V      12.7    12.0    12.0    10.3     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    26.5    29.4    94.5   174.1   230.9   265.0   276.4
DW(Max)     V      11.6    11.1    11.0     9.4     7.1     4.7     2.4     0.0
DL-Comp   : M       0.0    11.5    12.7    40.9    75.4   100.1   114.8   119.8
DW(Min)     V       5.0     4.8     4.8     4.1     3.1     2.0     1.0     0.0
LL + I    : M+      0.0   346.9   384.5  1230.4  2242.6  2933.9  3344.6  3451.9
            V     235.7   227.7   226.8   204.8   173.0   141.2    97.5    20.2
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   235.7   227.7   226.8   204.8   175.0   146.4   119.1    93.0
            M       0.0   357.5   395.8  1230.4  2120.4  2693.6  2938.8  2879.0
Total     : M+      0.0   659.6   731.0  2346.0  4298.2  5661.8  6477.1  6721.3
            V     373.1   358.3   356.6   316.3   256.7   197.1   125.6    20.6
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   373.1   358.3   356.6   316.3   258.6   202.3   147.2    93.3
            M       0.0   670.1   742.3  2346.0  4176.0  5421.5  6071.2  6148.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.41   92.67   95.00
Self wt.  : M    1054.7   919.0   692.8   376.1   116.8   105.4     0.0
(Max)       V       9.4    18.8    28.2    37.6    43.8    44.0    46.3
Self wt.  : M     759.4   661.7   498.8   270.8    84.1    75.9     0.0
(Min)       V       6.8    13.5    20.3    27.1    31.5    31.7    33.3
DL-Prec.  : M     165.1   143.9   108.5    58.9    18.3    16.5     0.0
DC(Max)     V       1.5     2.9     4.4     5.9     6.9     6.9     7.3
DL-Prec.  : M     118.9   103.6    78.1    42.4    13.2    11.9     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     4.9     5.0     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1235.6  1076.6   811.6   440.6   136.9   123.5     0.0
Haunch (Max)V      11.0    22.0    33.0    44.0    51.3    51.6    54.3
Deck +    : M     889.6   775.2   584.3   317.2    98.6    88.9     0.0
Haunch (Min)V       7.9    15.8    23.8    31.7    36.9    37.1    39.1
Diaphragm : M      11.8     8.8     5.8     2.8     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.5     6.4     4.2     2.0     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     400.2   348.7   262.9   142.7    44.3    40.0     0.0
DC(Max)     V       3.6     7.1    10.7    14.3    16.6    16.7    17.6
DL-Comp   : M     288.2   251.1   189.3   102.8    31.9    28.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.3    12.0    12.0    12.7
DL-Comp   : M     265.0   230.9   174.1    94.5    29.4    26.5     0.0
DW(Max)     V       2.4     4.7     7.1     9.4    11.0    11.1    11.6
DL-Comp   : M     114.8   100.1    75.4    40.9    12.7    11.5     0.0
DW(Min)     V       1.0     2.0     3.1     4.1     4.8     4.8     5.0
LL + I    : M+   3344.6  2933.9  2242.6  1230.4   384.5   346.9     0.0
            V      97.5   141.2   173.0   204.8   226.8   227.7   235.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   119.1   146.4   175.0   204.8   226.8   227.7   235.7
            M    2938.8  2693.6  2120.4  1230.4   395.8   357.5    -0.0
Total     : M+   6477.1  5661.8  4298.2  2346.0   731.0   659.6     0.0
            V     125.6   197.1   256.7   316.3   356.6   358.3   373.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   147.2   202.3   258.6   316.3   356.6   358.3   373.1
            M    6071.2  5421.5  4176.0  2346.0   742.3   670.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               46.3             46.3
Deck+Haunch            54.3             54.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.3              7.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           58.2             58.2
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    84.3    93.5   300.9   554.2   735.2   843.7   879.9
(Max)       V      37.1    35.2    35.0    30.1    22.5    15.0     7.5     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    13.2    14.6    47.1    86.8   115.1   132.1   137.8
DC(Max)     V       5.8     5.5     5.5     4.7     3.5     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    98.8   109.5   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.0    35.2    26.4    17.6     8.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    32.0    35.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.3    11.4     8.6     5.7     2.9     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    17.7    19.6    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     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   136.8   151.5   479.0   853.3  1111.6  1243.4  1229.9
            V     108.1   104.6   104.2    94.7    81.3    62.2    48.8    24.0
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   108.1   104.6   104.2    94.7    81.3    68.0    54.6    41.2
            M       0.0   136.8   151.5   479.0   853.3  1082.3  1165.9  1104.2
Total     : M+      0.0   383.3   424.8  1358.8  2474.5  3263.2  3714.1  3808.6
            V     216.4   207.6   206.6   182.6   147.3   106.3    71.0    24.3
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   216.4   207.6   206.6   182.6   147.3   112.0    76.8    41.5
            M       0.0   383.3   424.8  1358.8  2474.5  3233.8  3636.6  3682.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.41   92.67   95.00
Self wt.  : M     843.7   735.2   554.2   300.9    93.5    84.3     0.0
(Max)       V       7.5    15.0    22.5    30.1    35.0    35.2    37.1
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     132.1   115.1    86.8    47.1    14.6    13.2     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5   109.5    98.8     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.0    41.3    43.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    35.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.3    13.4    14.1
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     176.7   153.9   116.0    63.0    19.6    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1243.4  1111.6   853.3   479.0   151.5   136.8     0.0
            V      48.8    62.2    81.3    94.7   104.2   104.6   108.1
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    54.6    68.0    81.3    94.7   104.2   104.6   108.1
            M    1165.9  1082.3   853.3   479.0   151.5   136.8     0.0
Total     : M+   3714.1  3263.2  2474.5  1358.8   424.8   383.3     0.0
            V      71.0   106.3   147.3   182.6   206.6   207.6   216.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    76.8   112.0   147.3   182.6   206.6   207.6   216.4
            M    3636.6  3233.8  2474.5  1358.8   424.8   383.3     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.63   19.27   28.90   38.53   48.17   33.72
 
Beam-Self
Precast-top    0.134   0.399   0.707   0.924   1.053   1.097   0.999 
Bottom        -0.108  -0.319  -0.562  -0.731  -0.831  -0.865  -0.789 
 
Prestress
Precast-top   -0.239  -0.386  -0.597  -0.804  -0.907  -0.907  -0.907 
Bottom         2.948   3.060   3.219   3.374   3.450   3.450   3.450 
 
Total
Precast-top   -0.105   0.013   0.110   0.119   0.146   0.190   0.092 
Bottom         2.840   2.740   2.657   2.643   2.619   2.585   2.661 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.18 %)
             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    8.97   18.60   28.23   37.87   47.50
 
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   0.015   0.016   0.052   0.096   0.127   0.145   0.151 
Precast-top   -0.038   0.043   0.065   0.560   1.126   1.473   1.701   1.810 
Bottom         0.595   2.362   2.341   1.882   1.356   1.029   0.820   0.723 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.63   19.27   28.90   38.53   48.17   33.72
 
Beam-Self
Precast-top    0.134   0.399   0.707   0.924   1.053   1.097   0.999 
Bottom        -0.108  -0.319  -0.562  -0.731  -0.831  -0.865  -0.789 
 
Prestress
Precast-top   -0.239  -0.386  -0.597  -0.804  -0.907  -0.907  -0.907 
Bottom         2.948   3.060   3.219   3.374   3.450   3.450   3.450 
 
Total
Precast-top   -0.105   0.013   0.110   0.119   0.146   0.190   0.092 
Bottom         2.840   2.740   2.657   2.643   2.619   2.585   2.661 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.18 %)
             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    8.97   18.60   28.23   37.87   47.50
 
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    8.97   18.60   28.23   37.87   47.50
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   0.048   0.053   0.167   0.298   0.388   0.435   0.434 
Precast-top   -0.019   0.050   0.065   0.382   0.744   0.972   1.113   1.165 
Bottom         0.298   1.090   1.070   0.625   0.119  -0.209  -0.397  -0.436 
 

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
    373.1    6.5   58.6    0.756   3.8   6.00e-3 50.0    384.1     1.571    3.017      0.00
      0.0    0.6   58.3     42.0 0.167      26.6 0.87    12.00     0.105    1.494 
Transfer:   3.00
    358.3    6.5   58.6    3.402  16.9   0.41e-3 30.4    271.3     0.558    1.760      0.00
    670.1    2.8   57.2    189.0 0.158     109.9 3.67    12.00     0.105    1.560 
Critical:   5.42
    342.9    6.5   58.6    3.895  16.9  -0.02e-3 28.9    218.4     0.424    1.760      0.00
   1288.4    3.2   57.0    189.0 0.151     145.7 4.88    12.00     0.105    1.624 
0.1L    :   9.63
    316.3    6.5   58.6    4.747  16.9  -0.03e-3 28.9    189.3     0.369    0.620      0.00
   2346.0    3.9   56.6    189.0 0.140     145.3 4.90    12.00     0.105    1.366 
0.2L    :  19.27
    258.6    6.5   55.9    6.076  16.9   0.15e-3 29.5    149.0     0.314    0.496      0.00
   4176.0    4.2   53.7    189.0 0.119     121.5 4.32    24.00     0.105    1.301 
0.3L    :  28.90
    202.3    6.5   57.7    6.076  16.9   1.19e-3 33.2    134.1     0.315    0.413      0.00
   5421.5    4.2   55.6    189.0 0.088      73.8 2.53    24.00     0.105    1.185 
0.4L    :  38.53
    147.2    6.5   58.7    6.076   0.0   1.66e-3 34.8    100.2     0.246    0.413      0.00
   6071.2    4.2   56.6    189.0 0.068      63.4 2.14    24.00     0.105    1.416 
0.5L    :  48.17
     93.3    6.5   58.7    6.076   0.0   1.44e-3 34.0     35.4     0.105    0.413      0.00
   6148.4    4.2   56.6    189.0 0.043      68.3 2.31    24.00     0.105    2.327 
0.6L    :  57.80
    147.2    6.5   58.7    6.076   0.0   1.66e-3 34.8    100.2     0.246    0.413      0.00
   6071.2    4.2   56.6    189.0 0.068      63.4 2.14    24.00     0.105    1.416 
0.7L    :  67.43
    202.3    6.5   57.7    6.076  16.9   1.19e-3 33.2    134.1     0.315    0.413      0.00
   5421.5    4.2   55.6    189.0 0.088      73.8 2.53    24.00     0.105    1.185 
0.8L    :  77.07
    258.6    6.5   55.9    6.076  16.9   0.15e-3 29.5    149.0     0.314    0.496      0.00
   4176.0    4.2   53.7    189.0 0.119     121.5 4.32    24.00     0.105    1.301 
0.9L    :  86.70
    316.3    6.5   58.6    4.747  16.9  -0.03e-3 28.9    189.3     0.369    0.620      0.00
   2346.0    3.9   56.6    189.0 0.140     145.3 4.90    12.00     0.105    1.366 
Critical:  90.92
    342.9    6.5   58.6    3.895  16.9  -0.02e-3 28.9    218.4     0.424    1.760      0.00
   1288.4    3.2   57.0    189.0 0.151     145.7 4.88    12.00     0.105    1.624 
Transfer:  93.33
    358.3    6.5   58.6    3.402  16.9   0.41e-3 30.4    271.3     0.558    1.760      0.00
    670.1    2.8   57.2    189.0 0.158     109.9 3.67    12.00     0.105    1.560 
Bearing :  95.67
    373.1    6.5   58.6    0.756   3.8   6.00e-3 50.0    384.1     1.571    3.017      0.00
      0.0    0.6   58.3     42.0 0.167      26.6 0.87    12.00     0.105    1.494 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1191.02
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.38
 
 
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
    373.1      7.11     58.58    0.63       58.27    24.00      0.300      1.621      0.000      3.017 
Transfer:      2.33
    358.3      6.96     58.58    2.79       57.19    24.00      0.300      1.570      0.000      1.760 
Critical:      4.75
    343.0      6.69     58.58    3.19       56.99    24.00      0.300      1.479      0.000      1.760 
0.1L    :      8.97
    316.3      6.20     58.58    3.87       56.65    24.00      0.300      1.318      0.000      0.620 
0.2L    :     18.60
    258.6      5.35     55.86    4.24       53.74    24.00      0.300      1.033      0.000      0.496 
0.3L    :     28.23
    202.3      4.04     57.74    4.24       55.62    24.00      0.300      0.597      0.000      0.413 
0.4L    :     37.87
    147.2      2.89     58.68    4.24       56.56    24.00      0.300      0.214      0.000      0.413 
0.5L    :     47.50
     93.3      1.83     58.68    4.24       56.56    24.00      0.300      0.000      0.000      0.413 
0.6L    :     57.13
    147.2      2.89     58.68    4.24       56.56    24.00      0.300      0.214      0.000      0.413 
0.7L    :     66.77
    202.3      4.04     57.74    4.24       55.62    24.00      0.300      0.597      0.000      0.413 
0.8L    :     76.40
    258.6      5.35     55.86    4.24       53.74    24.00      0.300      1.033      0.000      0.496 
0.9L    :     86.03
    316.3      6.20     58.58    3.87       56.65    24.00      0.300      1.318      0.000      0.620 
Critical:     90.25
    343.0      6.69     58.58    3.19       56.99    24.00      0.300      1.479      0.000      1.760 
Transfer:     92.67
    358.3      6.96     58.58    2.79       57.19    24.00      0.300      1.570      0.000      1.760 
Bearing :     95.00
    373.1      7.11     58.58    0.63       58.27    24.00      0.300      1.621      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.97 ft
Prestress      :       0.948  1.80      1.707  2.20      2.086
Self Wt.       :      -0.341  1.85     -0.631  2.40     -0.818
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          :       0.607            1.076            1.268
 
At 0.2 x L = 18.60 ft
Prestress      :       1.703  1.80      3.065  2.20      3.747
Self Wt.       :      -0.641  1.85     -1.185  2.40     -1.538
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.062            1.880            2.209
 
At 0.3 x L = 28.23 ft
Prestress      :       2.245  1.80      4.040  2.20      4.938
Self Wt.       :      -0.871  1.85     -1.611  2.40     -2.091
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.373            2.429            2.847
 
At 0.4 x L = 37.87 ft
Prestress      :       2.573  1.80      4.631  2.20      5.660
Self Wt.       :      -1.016  1.85     -1.880  2.40     -2.439
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.556            2.750            3.220
 
At 0.5 x L = 47.50 ft
Prestress      :       2.686  1.80      4.835  2.20      5.910
Self Wt.       :      -1.067  1.85     -1.974  2.40     -2.561
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.619            2.861            3.349
 
At 0.6 x L = 57.13 ft
Prestress      :       2.573  1.80      4.631  2.20      5.660
Self Wt.       :      -1.016  1.85     -1.880  2.40     -2.439
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.556            2.750            3.220
 
At 0.7 x L = 66.77 ft
Prestress      :       2.245  1.80      4.040  2.20      4.938
Self Wt.       :      -0.871  1.85     -1.611  2.40     -2.091
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.373            2.429            2.847
 
At 0.8 x L = 76.40 ft
Prestress      :       1.703  1.80      3.065  2.20      3.747
Self Wt.       :      -0.641  1.85     -1.185  2.40     -1.538
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.062            1.880            2.209
 
At 0.9 x L = 86.03 ft
Prestress      :       0.948  1.80      1.707  2.20      2.086
Self Wt.       :      -0.341  1.85     -0.631  2.40     -0.818
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          :       0.607            1.076            1.268
 

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
   659.6    52.7  3.969  265.3    3.3   2.79   4500.7  0.052T 1.00       -       -     -     -  
H/2     :   2.59
   731.0    52.7  4.030  265.2    3.3   2.83   4572.0  0.051T 1.00       -       -     -     -  
0.1L    :   8.97
  2346.0    54.0  5.538  263.6    4.6   3.87   6332.6  0.037T 1.00       -       -     -     -  
0.2L    :  18.60
  4298.2    55.9  6.076  263.3    5.0   4.24   7163.6  0.033T 1.00    869.2   869.2    8.24    -  
0.3L    :  28.23
  5661.8    57.7  6.076  263.5    5.0   4.24   7419.7  0.033T 1.00    684.0   684.0   10.85    -  
0.4L    :  37.87
  6477.1    58.7  6.076  263.6    5.0   4.24   7547.7  0.033T 1.00    573.5   573.5   13.16    -  
0.5L    :  47.50
  6721.3    58.7  6.076  263.6    5.0   4.24   7547.7  0.033T 1.00    532.4   532.4   14.18    -  
0.6L    :  57.13
  6477.1    58.7  6.076  263.6    5.0   4.24   7547.7  0.033T 1.00    573.5   573.5   13.16    -  
0.7L    :  66.77
  5661.8    57.7  6.076  263.5    5.0   4.24   7419.7  0.033T 1.00    684.0   684.0   10.85    -  
0.8L    :  76.40
  4298.2    55.9  6.076  263.3    5.0   4.24   7163.6  0.033T 1.00    869.2   869.2    8.24    -  
0.9L    :  86.03
  2346.0    54.0  5.538  263.6    4.6   3.87   6332.6  0.037T 1.00       -       -     -     -  
H/2     :  92.41
   731.0    52.7  4.030  265.2    3.3   2.83   4572.0  0.051T 1.00       -       -     -     -  
Transfer:  92.67
   659.6    52.7  3.969  265.3    3.3   2.79   4500.7  0.052T 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 1-14; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.051
        M   2.00 Fb     0.156
 
  2   2 E  50.00 Ft     0.351
        M   4.00 Fb     0.112
 
  3   2 E  48.00 Ft     0.633
        M   2.00 Fb     0.082
 
  4   2 E   6.00 Ft     0.585
        M   6.00 Fb     0.318
 
  5   2 E   6.00 Ft     0.537
        M   6.00 Fb     0.553
 
  6   2 E   6.00 Ft     0.489
        M   6.00 Fb     0.788
 
  7   2 E   4.00 Ft     0.423
        M   4.00 Fb     1.038
 
  8   2 E   4.00 Ft     0.358
        M   4.00 Fb     1.287
 
  9   2 E   4.00 Ft     0.293
        M   4.00 Fb     1.537
 
 10   2 E   4.00 Ft     0.227
        M   4.00 Fb     1.786
 
 11   2 E   2.00 Ft     0.144
        M   2.00 Fb     2.049
 
 12   2 E   2.00 Ft     0.061
        M   2.00 Fb     2.313
 
 13   2 E   2.00 Ft    -0.022
        M   2.00 Fb     2.576
 
 14   2 E   2.00 Ft    -0.105
        M   2.00 Fb     2.840
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 96.33            Release Length, ft: 96.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  28
No. of strands, Draped:   4           No. of strands, Straight:  24
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.5 ksi  f'ct   4.0 ksi
Initial losses:  6.84 %               Final losses: 12.63 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       2.840     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.105       Trans
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7547.71     6721.28     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.151     Midspan
    Pre.Top:   3.900  -0.000     Bearing    2.925   1.810     Midspan
    Pre.Bot:   3.900  -0.000     Bearing    2.925   2.362    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.484  -0.000     Bearing
    Pre.Bot:  -0.484  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.600   1.165     Midspan
    Pre.Bot:                                                             2.600   1.090    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.686  1.80      4.835  2.20      5.910
Self Wt.       :      -1.067  1.85     -1.974  2.40     -2.561
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.619            2.861            3.349
 
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   95.00
     DC  Line       0.087      0.00       0.087   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.333 ft
Release length = 96.333 ft
Design  length = 95.000 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)  : 0.752   (Calculated)    
Live Moment (1  lane  loaded)  : 0.521   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.154   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.923   (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           1496.2 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           713437 in4#
Ht. of c.g.           =        24.64 in             41.45 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 = 0.8520

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     8.97    18.60    28.23    37.87    47.50
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    755.6    779.3    779.3    779.3    779.3    779.3    779.3    779.3
  Yb      ,  in    24.51    24.05    24.05    24.00    23.93    23.85    23.82    23.82
  MI(Ixx) , in4   287295   292519   292564   293709   295612   297722   298854   298854
Composite: (At Final, using Ec =  5007.5 ksi )
  Area    , in2   1502.5   1524.7   1524.7   1524.7   1524.7   1524.7   1524.7   1524.7
  Yb      ,  in    41.32    40.86    40.85    40.83    40.80    40.76    40.74    40.74
  MI(Ixx) , in4   719671   741890   741980   744243   747828   751609   753574   753574

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.50 ksi           4.00 ksi
  Elasticity         =    5007.55 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.90 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.93 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           =       2.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.48 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  28 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 33.72 ft from member end )
END PATTERN (Ycg = 10.14 in):
    10 @  2.000 in     8 @  4.000 in     6 @  6.000 in     2 @ 48.000 in
     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.57 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     8 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    6.08 in2      Initial Pull          =     1191.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.908 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.884 ft
Holddown Force        =  19.220 kips     Beam Shrtng (PL/AE)   =      0.373 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)       
--------------------------------------------------------------------------------------
      2699.070         740 1997.312     18.553 75140.133  1086.599     609.782        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      0.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       1.7500      2.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      9.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.4167     15.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.4167     24.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      24.1670     72.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      72.1663     80.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      80.9167     86.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00      86.9167     90.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      90.6663     94.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00      94.1663     94.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50      94.5833     95.7500    Yes
      2      US#6[M19]       60.00        0.88       2.75      95.7500     96.2083    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 96.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.0760 in2       Ycg =  3.57 in
         P_init    =     1191.0 kips  Ecc = 21.07 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    13.41 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.229 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.46 ksi    0.00 ksi
    due to Composite Loads                                 -1.75 ksi    0.00 ksi
    due to Live Loads                                      -5.32 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.24 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 13.41 ksi  ( 6.84 %)            11.34 ksi ( 5.79 %)
Total Prestress Losses                                    24.75 ksi (12.63 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    84.3    93.5   300.9   554.2   735.2   843.7   879.9
(Max)       V      37.1    35.2    35.0    30.1    22.5    15.0     7.5     0.0
DL-Prec.  : M       0.0    13.2    14.6    47.1    86.8   115.1   132.1   137.8
DC(Max)     V       5.8     5.5     5.5     4.7     3.5     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.8   109.5   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.0    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.6     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    32.0    35.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.3    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    19.6    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   198.3   219.7   703.1  1281.5  1676.5  1911.2  1972.5
            V     134.7   130.1   129.6   117.0    98.9    80.7    55.7    11.6
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   134.7   130.1   129.6   117.0   100.0    83.7    68.1    53.2
            M       0.0   204.3   226.2   703.1  1211.7  1539.2  1679.3  1645.2
Total     : M+      0.0   444.8   493.0  1582.9  2902.7  3828.0  4381.8  4551.2
            V     243.0   233.1   232.0   205.0   164.9   124.8    77.9    11.8
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   243.0   233.1   232.0   205.0   166.0   127.8    90.2    53.4
            M       0.0   450.8   499.5  1582.9  2832.9  3690.7  4149.9  4223.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.41   92.67   95.00
Self wt.  : M     843.7   735.2   554.2   300.9    93.5    84.3     0.0
(Max)       V       7.5    15.0    22.5    30.1    35.0    35.2    37.1
DL-Prec.  : M     132.1   115.1    86.8    47.1    14.6    13.2     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5   109.5    98.8     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.0    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    35.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.3    13.4    14.1
DL-Comp   : M     176.7   153.9   116.0    63.0    19.6    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
LL + I    : M+   1911.2  1676.5  1281.5   703.1   219.7   198.3     0.0
            V      55.7    80.7    98.9   117.0   129.6   130.1   134.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    68.1    83.7   100.0   117.0   129.6   130.1   134.7
            M    1679.3  1539.2  1211.7   703.1   226.2   204.3    -0.0
Total     : M+   4381.8  3828.0  2902.7  1582.9   493.0   444.8     0.0
            V      77.9   124.8   164.9   205.0   232.0   233.1   243.0
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    90.2   127.8   166.0   205.0   232.0   233.1   243.0
            M    4149.9  3690.7  2832.9  1582.9   499.5   450.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.1             37.1
Deck+Haunch            43.4             43.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.8              5.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           38.8             38.8
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    84.3    93.5   300.9   554.2   735.2   843.7   879.9
(Max)       V      37.1    35.2    35.0    30.1    22.5    15.0     7.5     0.0
DL-Prec.  : M       0.0    13.2    14.6    47.1    86.8   115.1   132.1   137.8
DC(Max)     V       5.8     5.5     5.5     4.7     3.5     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.8   109.5   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.0    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.6     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    32.0    35.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.3    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    19.6    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   158.6   175.8   562.5  1025.2  1341.2  1529.0  1578.0
            V     107.8   104.1   103.7    93.6    79.1    64.6    44.6     9.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   107.8   104.1   103.7    93.6    80.0    66.9    54.4    42.5
            M       0.0   163.4   180.9   562.5   969.3  1231.4  1343.4  1316.1
Total     : M+      0.0   405.2   449.1  1442.3  2646.4  3492.7  3999.6  4156.7
            V     216.1   207.1   206.1   181.5   145.1   108.7    66.7     9.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   216.1   207.1   206.1   181.5   146.0   111.0    76.6    42.8
            M       0.0   410.0   454.2  1442.3  2590.6  3382.9  3814.1  3894.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.41   92.67   95.00
Self wt.  : M     843.7   735.2   554.2   300.9    93.5    84.3     0.0
(Max)       V       7.5    15.0    22.5    30.1    35.0    35.2    37.1
DL-Prec.  : M     132.1   115.1    86.8    47.1    14.6    13.2     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5   109.5    98.8     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.0    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    35.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.3    13.4    14.1
DL-Comp   : M     176.7   153.9   116.0    63.0    19.6    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
LL + I    : M+   1529.0  1341.2  1025.2   562.5   175.8   158.6     0.0
            V      44.6    64.6    79.1    93.6   103.7   104.1   107.8
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    54.4    66.9    80.0    93.6   103.7   104.1   107.8
            M    1343.4  1231.4   969.3   562.5   180.9   163.4    -0.0
Total     : M+   3999.6  3492.7  2646.4  1442.3   449.1   405.2     0.0
            V      66.7   108.7   145.1   181.5   206.1   207.1   216.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    76.6   111.0   146.0   181.5   206.1   207.1   216.1
            M    3814.1  3382.9  2590.6  1442.3   454.2   410.0    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0   105.4   116.8   376.1   692.8   919.0  1054.7  1099.9
(Max)       V      46.3    44.0    43.8    37.6    28.2    18.8     9.4     0.0
Self wt.  : M       0.0    75.9    84.1   270.8   498.8   661.7   759.4   791.9
(Min)       V      33.3    31.7    31.5    27.1    20.3    13.5     6.8     0.0
DL-Prec.  : M       0.0    16.5    18.3    58.9   108.5   143.9   165.1   172.2
DC(Max)     V       7.3     6.9     6.9     5.9     4.4     2.9     1.5     0.0
DL-Prec.  : M       0.0    11.9    13.2    42.4    78.1   103.6   118.9   124.0
DC(Min)     V       5.2     5.0     4.9     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   123.5   136.9   440.6   811.6  1076.6  1235.6  1288.6
Haunch (Max)V      54.3    51.6    51.3    44.0    33.0    22.0    11.0     0.0
Deck +    : M       0.0    88.9    98.6   317.2   584.3   775.2   889.6   927.8
Haunch (Min)V      39.1    37.1    36.9    31.7    23.8    15.8     7.9     0.0
Diaphragm : M       0.0     0.7     0.8     2.8     5.8     8.8    11.8    14.8
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     2.0     4.2     6.4     8.5    10.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    40.0    44.3   142.7   262.9   348.7   400.2   417.4
DC(Max)     V      17.6    16.7    16.6    14.3    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    28.8    31.9   102.8   189.3   251.1   288.2   300.5
DC(Min)     V      12.7    12.0    12.0    10.3     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    26.5    29.4    94.5   174.1   230.9   265.0   276.4
DW(Max)     V      11.6    11.1    11.0     9.4     7.1     4.7     2.4     0.0
DL-Comp   : M       0.0    11.5    12.7    40.9    75.4   100.1   114.8   119.8
DW(Min)     V       5.0     4.8     4.8     4.1     3.1     2.0     1.0     0.0
LL + I    : M+      0.0   346.9   384.5  1230.4  2242.6  2933.9  3344.6  3451.9
            V     235.7   227.7   226.8   204.8   173.0   141.2    97.5    20.2
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   235.7   227.7   226.8   204.8   175.0   146.4   119.1    93.0
            M       0.0   357.5   395.8  1230.4  2120.4  2693.6  2938.8  2879.0
Total     : M+      0.0   659.6   731.0  2346.0  4298.2  5661.8  6477.1  6721.3
            V     373.1   358.3   356.6   316.3   256.7   197.1   125.6    20.6
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   373.1   358.3   356.6   316.3   258.6   202.3   147.2    93.3
            M       0.0   670.1   742.3  2346.0  4176.0  5421.5  6071.2  6148.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.41   92.67   95.00
Self wt.  : M    1054.7   919.0   692.8   376.1   116.8   105.4     0.0
(Max)       V       9.4    18.8    28.2    37.6    43.8    44.0    46.3
Self wt.  : M     759.4   661.7   498.8   270.8    84.1    75.9     0.0
(Min)       V       6.8    13.5    20.3    27.1    31.5    31.7    33.3
DL-Prec.  : M     165.1   143.9   108.5    58.9    18.3    16.5     0.0
DC(Max)     V       1.5     2.9     4.4     5.9     6.9     6.9     7.3
DL-Prec.  : M     118.9   103.6    78.1    42.4    13.2    11.9     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     4.9     5.0     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1235.6  1076.6   811.6   440.6   136.9   123.5     0.0
Haunch (Max)V      11.0    22.0    33.0    44.0    51.3    51.6    54.3
Deck +    : M     889.6   775.2   584.3   317.2    98.6    88.9     0.0
Haunch (Min)V       7.9    15.8    23.8    31.7    36.9    37.1    39.1
Diaphragm : M      11.8     8.8     5.8     2.8     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.5     6.4     4.2     2.0     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     400.2   348.7   262.9   142.7    44.3    40.0     0.0
DC(Max)     V       3.6     7.1    10.7    14.3    16.6    16.7    17.6
DL-Comp   : M     288.2   251.1   189.3   102.8    31.9    28.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.3    12.0    12.0    12.7
DL-Comp   : M     265.0   230.9   174.1    94.5    29.4    26.5     0.0
DW(Max)     V       2.4     4.7     7.1     9.4    11.0    11.1    11.6
DL-Comp   : M     114.8   100.1    75.4    40.9    12.7    11.5     0.0
DW(Min)     V       1.0     2.0     3.1     4.1     4.8     4.8     5.0
LL + I    : M+   3344.6  2933.9  2242.6  1230.4   384.5   346.9     0.0
            V      97.5   141.2   173.0   204.8   226.8   227.7   235.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   119.1   146.4   175.0   204.8   226.8   227.7   235.7
            M    2938.8  2693.6  2120.4  1230.4   395.8   357.5    -0.0
Total     : M+   6477.1  5661.8  4298.2  2346.0   731.0   659.6     0.0
            V     125.6   197.1   256.7   316.3   356.6   358.3   373.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   147.2   202.3   258.6   316.3   356.6   358.3   373.1
            M    6071.2  5421.5  4176.0  2346.0   742.3   670.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               46.3             46.3
Deck+Haunch            54.3             54.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.3              7.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           58.2             58.2
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    84.3    93.5   300.9   554.2   735.2   843.7   879.9
(Max)       V      37.1    35.2    35.0    30.1    22.5    15.0     7.5     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    13.2    14.6    47.1    86.8   115.1   132.1   137.8
DC(Max)     V       5.8     5.5     5.5     4.7     3.5     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    98.8   109.5   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.0    35.2    26.4    17.6     8.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    32.0    35.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.3    11.4     8.6     5.7     2.9     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    17.7    19.6    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     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   136.8   151.5   479.0   853.3  1111.6  1243.4  1229.9
            V     108.1   104.6   104.2    94.7    81.3    62.2    48.8    24.0
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   108.1   104.6   104.2    94.7    81.3    68.0    54.6    41.2
            M       0.0   136.8   151.5   479.0   853.3  1082.3  1165.9  1104.2
Total     : M+      0.0   383.3   424.8  1358.8  2474.5  3263.2  3714.1  3808.6
            V     216.4   207.6   206.6   182.6   147.3   106.3    71.0    24.3
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   216.4   207.6   206.6   182.6   147.3   112.0    76.8    41.5
            M       0.0   383.3   424.8  1358.8  2474.5  3233.8  3636.6  3682.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.41   92.67   95.00
Self wt.  : M     843.7   735.2   554.2   300.9    93.5    84.3     0.0
(Max)       V       7.5    15.0    22.5    30.1    35.0    35.2    37.1
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     132.1   115.1    86.8    47.1    14.6    13.2     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5   109.5    98.8     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.0    41.3    43.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    35.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.3    13.4    14.1
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     176.7   153.9   116.0    63.0    19.6    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1243.4  1111.6   853.3   479.0   151.5   136.8     0.0
            V      48.8    62.2    81.3    94.7   104.2   104.6   108.1
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    54.6    68.0    81.3    94.7   104.2   104.6   108.1
            M    1165.9  1082.3   853.3   479.0   151.5   136.8     0.0
Total     : M+   3714.1  3263.2  2474.5  1358.8   424.8   383.3     0.0
            V      71.0   106.3   147.3   182.6   206.6   207.6   216.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    76.8   112.0   147.3   182.6   206.6   207.6   216.4
            M    3636.6  3233.8  2474.5  1358.8   424.8   383.3     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.63   19.27   28.90   38.53   48.17   33.72
 
Beam-Self
Precast-top    0.134   0.399   0.707   0.924   1.053   1.097   0.999 
Bottom        -0.108  -0.319  -0.562  -0.731  -0.831  -0.865  -0.789 
 
Prestress
Precast-top   -0.239  -0.386  -0.597  -0.804  -0.907  -0.907  -0.907 
Bottom         2.948   3.060   3.219   3.374   3.450   3.450   3.450 
 
Total
Precast-top   -0.105   0.013   0.110   0.119   0.146   0.190   0.092 
Bottom         2.840   2.740   2.657   2.643   2.619   2.585   2.661 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.18 %)
             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    8.97   18.60   28.23   37.87   47.50
 
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   0.015   0.016   0.052   0.096   0.127   0.145   0.151 
Precast-top   -0.038   0.043   0.065   0.560   1.126   1.473   1.701   1.810 
Bottom         0.595   2.362   2.341   1.882   1.356   1.029   0.820   0.723 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.63   19.27   28.90   38.53   48.17   33.72
 
Beam-Self
Precast-top    0.134   0.399   0.707   0.924   1.053   1.097   0.999 
Bottom        -0.108  -0.319  -0.562  -0.731  -0.831  -0.865  -0.789 
 
Prestress
Precast-top   -0.239  -0.386  -0.597  -0.804  -0.907  -0.907  -0.907 
Bottom         2.948   3.060   3.219   3.374   3.450   3.450   3.450 
 
Total
Precast-top   -0.105   0.013   0.110   0.119   0.146   0.190   0.092 
Bottom         2.840   2.740   2.657   2.643   2.619   2.585   2.661 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.18 %)
             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    8.97   18.60   28.23   37.87   47.50
 
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    8.97   18.60   28.23   37.87   47.50
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   0.048   0.053   0.167   0.298   0.388   0.435   0.434 
Precast-top   -0.019   0.050   0.065   0.382   0.744   0.972   1.113   1.165 
Bottom         0.298   1.090   1.070   0.625   0.119  -0.209  -0.397  -0.436 
 

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
    373.1    6.5   58.6    0.756   3.8   6.00e-3 50.0    384.1     1.571    3.017      0.00
      0.0    0.6   58.3     42.0 0.167      26.6 0.87    12.00     0.105    1.494 
Transfer:   3.00
    358.3    6.5   58.6    3.402  16.9   0.41e-3 30.4    271.3     0.558    1.760      0.00
    670.1    2.8   57.2    189.0 0.158     109.9 3.67    12.00     0.105    1.560 
Critical:   5.42
    342.9    6.5   58.6    3.895  16.9  -0.02e-3 28.9    218.4     0.424    1.760      0.00
   1288.4    3.2   57.0    189.0 0.151     145.7 4.88    12.00     0.105    1.624 
0.1L    :   9.63
    316.3    6.5   58.6    4.747  16.9  -0.03e-3 28.9    189.3     0.369    0.620      0.00
   2346.0    3.9   56.6    189.0 0.140     145.3 4.90    12.00     0.105    1.366 
0.2L    :  19.27
    258.6    6.5   55.9    6.076  16.9   0.15e-3 29.5    149.0     0.314    0.496      0.00
   4176.0    4.2   53.7    189.0 0.119     121.5 4.32    24.00     0.105    1.301 
0.3L    :  28.90
    202.3    6.5   57.7    6.076  16.9   1.19e-3 33.2    134.1     0.315    0.413      0.00
   5421.5    4.2   55.6    189.0 0.088      73.8 2.53    24.00     0.105    1.185 
0.4L    :  38.53
    147.2    6.5   58.7    6.076   0.0   1.66e-3 34.8    100.2     0.246    0.413      0.00
   6071.2    4.2   56.6    189.0 0.068      63.4 2.14    24.00     0.105    1.416 
0.5L    :  48.17
     93.3    6.5   58.7    6.076   0.0   1.44e-3 34.0     35.4     0.105    0.413      0.00
   6148.4    4.2   56.6    189.0 0.043      68.3 2.31    24.00     0.105    2.327 
0.6L    :  57.80
    147.2    6.5   58.7    6.076   0.0   1.66e-3 34.8    100.2     0.246    0.413      0.00
   6071.2    4.2   56.6    189.0 0.068      63.4 2.14    24.00     0.105    1.416 
0.7L    :  67.43
    202.3    6.5   57.7    6.076  16.9   1.19e-3 33.2    134.1     0.315    0.413      0.00
   5421.5    4.2   55.6    189.0 0.088      73.8 2.53    24.00     0.105    1.185 
0.8L    :  77.07
    258.6    6.5   55.9    6.076  16.9   0.15e-3 29.5    149.0     0.314    0.496      0.00
   4176.0    4.2   53.7    189.0 0.119     121.5 4.32    24.00     0.105    1.301 
0.9L    :  86.70
    316.3    6.5   58.6    4.747  16.9  -0.03e-3 28.9    189.3     0.369    0.620      0.00
   2346.0    3.9   56.6    189.0 0.140     145.3 4.90    12.00     0.105    1.366 
Critical:  90.92
    342.9    6.5   58.6    3.895  16.9  -0.02e-3 28.9    218.4     0.424    1.760      0.00
   1288.4    3.2   57.0    189.0 0.151     145.7 4.88    12.00     0.105    1.624 
Transfer:  93.33
    358.3    6.5   58.6    3.402  16.9   0.41e-3 30.4    271.3     0.558    1.760      0.00
    670.1    2.8   57.2    189.0 0.158     109.9 3.67    12.00     0.105    1.560 
Bearing :  95.67
    373.1    6.5   58.6    0.756   3.8   6.00e-3 50.0    384.1     1.571    3.017      0.00
      0.0    0.6   58.3     42.0 0.167      26.6 0.87    12.00     0.105    1.494 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1191.02
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.38
 
 
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
    373.1      7.11     58.58    0.63       58.27    24.00      0.300      1.621      0.000      3.017 
Transfer:      2.33
    358.3      6.96     58.58    2.79       57.19    24.00      0.300      1.570      0.000      1.760 
Critical:      4.75
    343.0      6.69     58.58    3.19       56.99    24.00      0.300      1.479      0.000      1.760 
0.1L    :      8.97
    316.3      6.20     58.58    3.87       56.65    24.00      0.300      1.318      0.000      0.620 
0.2L    :     18.60
    258.6      5.35     55.86    4.24       53.74    24.00      0.300      1.033      0.000      0.496 
0.3L    :     28.23
    202.3      4.04     57.74    4.24       55.62    24.00      0.300      0.597      0.000      0.413 
0.4L    :     37.87
    147.2      2.89     58.68    4.24       56.56    24.00      0.300      0.214      0.000      0.413 
0.5L    :     47.50
     93.3      1.83     58.68    4.24       56.56    24.00      0.300      0.000      0.000      0.413 
0.6L    :     57.13
    147.2      2.89     58.68    4.24       56.56    24.00      0.300      0.214      0.000      0.413 
0.7L    :     66.77
    202.3      4.04     57.74    4.24       55.62    24.00      0.300      0.597      0.000      0.413 
0.8L    :     76.40
    258.6      5.35     55.86    4.24       53.74    24.00      0.300      1.033      0.000      0.496 
0.9L    :     86.03
    316.3      6.20     58.58    3.87       56.65    24.00      0.300      1.318      0.000      0.620 
Critical:     90.25
    343.0      6.69     58.58    3.19       56.99    24.00      0.300      1.479      0.000      1.760 
Transfer:     92.67
    358.3      6.96     58.58    2.79       57.19    24.00      0.300      1.570      0.000      1.760 
Bearing :     95.00
    373.1      7.11     58.58    0.63       58.27    24.00      0.300      1.621      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.97 ft
Prestress      :       0.948  1.80      1.707  2.20      2.086
Self Wt.       :      -0.341  1.85     -0.631  2.40     -0.818
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          :       0.607            1.076            1.268
 
At 0.2 x L = 18.60 ft
Prestress      :       1.703  1.80      3.065  2.20      3.747
Self Wt.       :      -0.641  1.85     -1.185  2.40     -1.538
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.062            1.880            2.209
 
At 0.3 x L = 28.23 ft
Prestress      :       2.245  1.80      4.040  2.20      4.938
Self Wt.       :      -0.871  1.85     -1.611  2.40     -2.091
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.373            2.429            2.847
 
At 0.4 x L = 37.87 ft
Prestress      :       2.573  1.80      4.631  2.20      5.660
Self Wt.       :      -1.016  1.85     -1.880  2.40     -2.439
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.556            2.750            3.220
 
At 0.5 x L = 47.50 ft
Prestress      :       2.686  1.80      4.835  2.20      5.910
Self Wt.       :      -1.067  1.85     -1.974  2.40     -2.561
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.619            2.861            3.349
 
At 0.6 x L = 57.13 ft
Prestress      :       2.573  1.80      4.631  2.20      5.660
Self Wt.       :      -1.016  1.85     -1.880  2.40     -2.439
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.556            2.750            3.220
 
At 0.7 x L = 66.77 ft
Prestress      :       2.245  1.80      4.040  2.20      4.938
Self Wt.       :      -0.871  1.85     -1.611  2.40     -2.091
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.373            2.429            2.847
 
At 0.8 x L = 76.40 ft
Prestress      :       1.703  1.80      3.065  2.20      3.747
Self Wt.       :      -0.641  1.85     -1.185  2.40     -1.538
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.062            1.880            2.209
 
At 0.9 x L = 86.03 ft
Prestress      :       0.948  1.80      1.707  2.20      2.086
Self Wt.       :      -0.341  1.85     -0.631  2.40     -0.818
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          :       0.607            1.076            1.268
 

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
   659.6    52.7  3.969  265.3    3.3   2.79   4500.7  0.052T 1.00       -       -     -     -  
H/2     :   2.59
   731.0    52.7  4.030  265.2    3.3   2.83   4572.0  0.051T 1.00       -       -     -     -  
0.1L    :   8.97
  2346.0    54.0  5.538  263.6    4.6   3.87   6332.6  0.037T 1.00       -       -     -     -  
0.2L    :  18.60
  4298.2    55.9  6.076  263.3    5.0   4.24   7163.6  0.033T 1.00    869.2   869.2    8.24    -  
0.3L    :  28.23
  5661.8    57.7  6.076  263.5    5.0   4.24   7419.7  0.033T 1.00    684.0   684.0   10.85    -  
0.4L    :  37.87
  6477.1    58.7  6.076  263.6    5.0   4.24   7547.7  0.033T 1.00    573.5   573.5   13.16    -  
0.5L    :  47.50
  6721.3    58.7  6.076  263.6    5.0   4.24   7547.7  0.033T 1.00    532.4   532.4   14.18    -  
0.6L    :  57.13
  6477.1    58.7  6.076  263.6    5.0   4.24   7547.7  0.033T 1.00    573.5   573.5   13.16    -  
0.7L    :  66.77
  5661.8    57.7  6.076  263.5    5.0   4.24   7419.7  0.033T 1.00    684.0   684.0   10.85    -  
0.8L    :  76.40
  4298.2    55.9  6.076  263.3    5.0   4.24   7163.6  0.033T 1.00    869.2   869.2    8.24    -  
0.9L    :  86.03
  2346.0    54.0  5.538  263.6    4.6   3.87   6332.6  0.037T 1.00       -       -     -     -  
H/2     :  92.41
   731.0    52.7  4.030  265.2    3.3   2.83   4572.0  0.051T 1.00       -       -     -     -  
Transfer:  92.67
   659.6    52.7  3.969  265.3    3.3   2.79   4500.7  0.052T 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 1-14; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.051
        M   2.00 Fb     0.156
 
  2   2 E  50.00 Ft     0.351
        M   4.00 Fb     0.112
 
  3   2 E  48.00 Ft     0.633
        M   2.00 Fb     0.082
 
  4   2 E   6.00 Ft     0.585
        M   6.00 Fb     0.318
 
  5   2 E   6.00 Ft     0.537
        M   6.00 Fb     0.553
 
  6   2 E   6.00 Ft     0.489
        M   6.00 Fb     0.788
 
  7   2 E   4.00 Ft     0.423
        M   4.00 Fb     1.038
 
  8   2 E   4.00 Ft     0.358
        M   4.00 Fb     1.287
 
  9   2 E   4.00 Ft     0.293
        M   4.00 Fb     1.537
 
 10   2 E   4.00 Ft     0.227
        M   4.00 Fb     1.786
 
 11   2 E   2.00 Ft     0.144
        M   2.00 Fb     2.049
 
 12   2 E   2.00 Ft     0.061
        M   2.00 Fb     2.313
 
 13   2 E   2.00 Ft    -0.022
        M   2.00 Fb     2.576
 
 14   2 E   2.00 Ft    -0.105
        M   2.00 Fb     2.840
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 96.33            Release Length, ft: 96.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  28
No. of strands, Draped:   4           No. of strands, Straight:  24
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.5 ksi  f'ct   4.0 ksi
Initial losses:  6.84 %               Final losses: 12.63 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       2.840     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.105       Trans
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7547.71     6721.28     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.151     Midspan
    Pre.Top:   3.900  -0.000     Bearing    2.925   1.810     Midspan
    Pre.Bot:   3.900  -0.000     Bearing    2.925   2.362    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.484  -0.000     Bearing
    Pre.Bot:  -0.484  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.600   1.165     Midspan
    Pre.Bot:                                                             2.600   1.090    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.686  1.80      4.835  2.20      5.910
Self Wt.       :      -1.067  1.85     -1.974  2.40     -2.561
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.619            2.861            3.349
 
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   95.00
     DC  Line       0.087      0.00       0.087   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.333 ft
Release length = 96.333 ft
Design  length = 95.000 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)  : 0.752   (Calculated)    
Live Moment (1  lane  loaded)  : 0.521   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.154   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.923   (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           1496.2 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           713437 in4#
Ht. of c.g.           =        24.64 in             41.45 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 = 0.8520

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     8.97    18.60    28.23    37.87    47.50
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    755.6    779.3    779.3    779.3    779.3    779.3    779.3    779.3
  Yb      ,  in    24.51    24.05    24.05    24.00    23.93    23.85    23.82    23.82
  MI(Ixx) , in4   287295   292519   292564   293709   295612   297722   298854   298854
Composite: (At Final, using Ec =  5007.5 ksi )
  Area    , in2   1502.5   1524.7   1524.7   1524.7   1524.7   1524.7   1524.7   1524.7
  Yb      ,  in    41.32    40.86    40.85    40.83    40.80    40.76    40.74    40.74
  MI(Ixx) , in4   719671   741890   741980   744243   747828   751609   753574   753574

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.50 ksi           4.00 ksi
  Elasticity         =    5007.55 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.90 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.93 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           =       2.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.48 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  28 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 33.72 ft from member end )
END PATTERN (Ycg = 10.14 in):
    10 @  2.000 in     8 @  4.000 in     6 @  6.000 in     2 @ 48.000 in
     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.57 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     8 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    6.08 in2      Initial Pull          =     1191.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.908 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.884 ft
Holddown Force        =  19.220 kips     Beam Shrtng (PL/AE)   =      0.373 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)       
--------------------------------------------------------------------------------------
      2699.070         740 1997.312     18.553 75140.133  1086.599     609.782        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      0.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       1.7500      2.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      9.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.4167     15.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.4167     24.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      24.1670     72.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      72.1663     80.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      80.9167     86.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00      86.9167     90.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      90.6663     94.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00      94.1663     94.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50      94.5833     95.7500    Yes
      2      US#6[M19]       60.00        0.88       2.75      95.7500     96.2083    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 96.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.0760 in2       Ycg =  3.57 in
         P_init    =     1191.0 kips  Ecc = 21.07 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    13.41 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.229 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.46 ksi    0.00 ksi
    due to Composite Loads                                 -1.75 ksi    0.00 ksi
    due to Live Loads                                      -5.32 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.24 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 13.41 ksi  ( 6.84 %)            11.34 ksi ( 5.79 %)
Total Prestress Losses                                    24.75 ksi (12.63 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    84.3    93.5   300.9   554.2   735.2   843.7   879.9
(Max)       V      37.1    35.2    35.0    30.1    22.5    15.0     7.5     0.0
DL-Prec.  : M       0.0    13.2    14.6    47.1    86.8   115.1   132.1   137.8
DC(Max)     V       5.8     5.5     5.5     4.7     3.5     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.8   109.5   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.0    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.6     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    32.0    35.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.3    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    19.6    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   198.3   219.7   703.1  1281.5  1676.5  1911.2  1972.5
            V     134.7   130.1   129.6   117.0    98.9    80.7    55.7    11.6
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   134.7   130.1   129.6   117.0   100.0    83.7    68.1    53.2
            M       0.0   204.3   226.2   703.1  1211.7  1539.2  1679.3  1645.2
Total     : M+      0.0   444.8   493.0  1582.9  2902.7  3828.0  4381.8  4551.2
            V     243.0   233.1   232.0   205.0   164.9   124.8    77.9    11.8
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   243.0   233.1   232.0   205.0   166.0   127.8    90.2    53.4
            M       0.0   450.8   499.5  1582.9  2832.9  3690.7  4149.9  4223.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.41   92.67   95.00
Self wt.  : M     843.7   735.2   554.2   300.9    93.5    84.3     0.0
(Max)       V       7.5    15.0    22.5    30.1    35.0    35.2    37.1
DL-Prec.  : M     132.1   115.1    86.8    47.1    14.6    13.2     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5   109.5    98.8     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.0    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    35.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.3    13.4    14.1
DL-Comp   : M     176.7   153.9   116.0    63.0    19.6    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
LL + I    : M+   1911.2  1676.5  1281.5   703.1   219.7   198.3     0.0
            V      55.7    80.7    98.9   117.0   129.6   130.1   134.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    68.1    83.7   100.0   117.0   129.6   130.1   134.7
            M    1679.3  1539.2  1211.7   703.1   226.2   204.3    -0.0
Total     : M+   4381.8  3828.0  2902.7  1582.9   493.0   444.8     0.0
            V      77.9   124.8   164.9   205.0   232.0   233.1   243.0
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    90.2   127.8   166.0   205.0   232.0   233.1   243.0
            M    4149.9  3690.7  2832.9  1582.9   499.5   450.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.1             37.1
Deck+Haunch            43.4             43.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.8              5.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           38.8             38.8
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    84.3    93.5   300.9   554.2   735.2   843.7   879.9
(Max)       V      37.1    35.2    35.0    30.1    22.5    15.0     7.5     0.0
DL-Prec.  : M       0.0    13.2    14.6    47.1    86.8   115.1   132.1   137.8
DC(Max)     V       5.8     5.5     5.5     4.7     3.5     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.8   109.5   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.0    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.6     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    32.0    35.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.3    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    19.6    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   158.6   175.8   562.5  1025.2  1341.2  1529.0  1578.0
            V     107.8   104.1   103.7    93.6    79.1    64.6    44.6     9.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   107.8   104.1   103.7    93.6    80.0    66.9    54.4    42.5
            M       0.0   163.4   180.9   562.5   969.3  1231.4  1343.4  1316.1
Total     : M+      0.0   405.2   449.1  1442.3  2646.4  3492.7  3999.6  4156.7
            V     216.1   207.1   206.1   181.5   145.1   108.7    66.7     9.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   216.1   207.1   206.1   181.5   146.0   111.0    76.6    42.8
            M       0.0   410.0   454.2  1442.3  2590.6  3382.9  3814.1  3894.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.41   92.67   95.00
Self wt.  : M     843.7   735.2   554.2   300.9    93.5    84.3     0.0
(Max)       V       7.5    15.0    22.5    30.1    35.0    35.2    37.1
DL-Prec.  : M     132.1   115.1    86.8    47.1    14.6    13.2     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5   109.5    98.8     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.0    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    35.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.3    13.4    14.1
DL-Comp   : M     176.7   153.9   116.0    63.0    19.6    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
LL + I    : M+   1529.0  1341.2  1025.2   562.5   175.8   158.6     0.0
            V      44.6    64.6    79.1    93.6   103.7   104.1   107.8
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    54.4    66.9    80.0    93.6   103.7   104.1   107.8
            M    1343.4  1231.4   969.3   562.5   180.9   163.4    -0.0
Total     : M+   3999.6  3492.7  2646.4  1442.3   449.1   405.2     0.0
            V      66.7   108.7   145.1   181.5   206.1   207.1   216.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    76.6   111.0   146.0   181.5   206.1   207.1   216.1
            M    3814.1  3382.9  2590.6  1442.3   454.2   410.0    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0   105.4   116.8   376.1   692.8   919.0  1054.7  1099.9
(Max)       V      46.3    44.0    43.8    37.6    28.2    18.8     9.4     0.0
Self wt.  : M       0.0    75.9    84.1   270.8   498.8   661.7   759.4   791.9
(Min)       V      33.3    31.7    31.5    27.1    20.3    13.5     6.8     0.0
DL-Prec.  : M       0.0    16.5    18.3    58.9   108.5   143.9   165.1   172.2
DC(Max)     V       7.3     6.9     6.9     5.9     4.4     2.9     1.5     0.0
DL-Prec.  : M       0.0    11.9    13.2    42.4    78.1   103.6   118.9   124.0
DC(Min)     V       5.2     5.0     4.9     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   123.5   136.9   440.6   811.6  1076.6  1235.6  1288.6
Haunch (Max)V      54.3    51.6    51.3    44.0    33.0    22.0    11.0     0.0
Deck +    : M       0.0    88.9    98.6   317.2   584.3   775.2   889.6   927.8
Haunch (Min)V      39.1    37.1    36.9    31.7    23.8    15.8     7.9     0.0
Diaphragm : M       0.0     0.7     0.8     2.8     5.8     8.8    11.8    14.8
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     2.0     4.2     6.4     8.5    10.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    40.0    44.3   142.7   262.9   348.7   400.2   417.4
DC(Max)     V      17.6    16.7    16.6    14.3    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    28.8    31.9   102.8   189.3   251.1   288.2   300.5
DC(Min)     V      12.7    12.0    12.0    10.3     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    26.5    29.4    94.5   174.1   230.9   265.0   276.4
DW(Max)     V      11.6    11.1    11.0     9.4     7.1     4.7     2.4     0.0
DL-Comp   : M       0.0    11.5    12.7    40.9    75.4   100.1   114.8   119.8
DW(Min)     V       5.0     4.8     4.8     4.1     3.1     2.0     1.0     0.0
LL + I    : M+      0.0   346.9   384.5  1230.4  2242.6  2933.9  3344.6  3451.9
            V     235.7   227.7   226.8   204.8   173.0   141.2    97.5    20.2
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   235.7   227.7   226.8   204.8   175.0   146.4   119.1    93.0
            M       0.0   357.5   395.8  1230.4  2120.4  2693.6  2938.8  2879.0
Total     : M+      0.0   659.6   731.0  2346.0  4298.2  5661.8  6477.1  6721.3
            V     373.1   358.3   356.6   316.3   256.7   197.1   125.6    20.6
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   373.1   358.3   356.6   316.3   258.6   202.3   147.2    93.3
            M       0.0   670.1   742.3  2346.0  4176.0  5421.5  6071.2  6148.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.41   92.67   95.00
Self wt.  : M    1054.7   919.0   692.8   376.1   116.8   105.4     0.0
(Max)       V       9.4    18.8    28.2    37.6    43.8    44.0    46.3
Self wt.  : M     759.4   661.7   498.8   270.8    84.1    75.9     0.0
(Min)       V       6.8    13.5    20.3    27.1    31.5    31.7    33.3
DL-Prec.  : M     165.1   143.9   108.5    58.9    18.3    16.5     0.0
DC(Max)     V       1.5     2.9     4.4     5.9     6.9     6.9     7.3
DL-Prec.  : M     118.9   103.6    78.1    42.4    13.2    11.9     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     4.9     5.0     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1235.6  1076.6   811.6   440.6   136.9   123.5     0.0
Haunch (Max)V      11.0    22.0    33.0    44.0    51.3    51.6    54.3
Deck +    : M     889.6   775.2   584.3   317.2    98.6    88.9     0.0
Haunch (Min)V       7.9    15.8    23.8    31.7    36.9    37.1    39.1
Diaphragm : M      11.8     8.8     5.8     2.8     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.5     6.4     4.2     2.0     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     400.2   348.7   262.9   142.7    44.3    40.0     0.0
DC(Max)     V       3.6     7.1    10.7    14.3    16.6    16.7    17.6
DL-Comp   : M     288.2   251.1   189.3   102.8    31.9    28.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.3    12.0    12.0    12.7
DL-Comp   : M     265.0   230.9   174.1    94.5    29.4    26.5     0.0
DW(Max)     V       2.4     4.7     7.1     9.4    11.0    11.1    11.6
DL-Comp   : M     114.8   100.1    75.4    40.9    12.7    11.5     0.0
DW(Min)     V       1.0     2.0     3.1     4.1     4.8     4.8     5.0
LL + I    : M+   3344.6  2933.9  2242.6  1230.4   384.5   346.9     0.0
            V      97.5   141.2   173.0   204.8   226.8   227.7   235.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   119.1   146.4   175.0   204.8   226.8   227.7   235.7
            M    2938.8  2693.6  2120.4  1230.4   395.8   357.5    -0.0
Total     : M+   6477.1  5661.8  4298.2  2346.0   731.0   659.6     0.0
            V     125.6   197.1   256.7   316.3   356.6   358.3   373.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   147.2   202.3   258.6   316.3   356.6   358.3   373.1
            M    6071.2  5421.5  4176.0  2346.0   742.3   670.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               46.3             46.3
Deck+Haunch            54.3             54.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.3              7.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           58.2             58.2
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    84.3    93.5   300.9   554.2   735.2   843.7   879.9
(Max)       V      37.1    35.2    35.0    30.1    22.5    15.0     7.5     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    13.2    14.6    47.1    86.8   115.1   132.1   137.8
DC(Max)     V       5.8     5.5     5.5     4.7     3.5     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    98.8   109.5   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.0    35.2    26.4    17.6     8.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    32.0    35.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.3    11.4     8.6     5.7     2.9     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    17.7    19.6    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     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   136.8   151.5   479.0   853.3  1111.6  1243.4  1229.9
            V     108.1   104.6   104.2    94.7    81.3    62.2    48.8    24.0
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   108.1   104.6   104.2    94.7    81.3    68.0    54.6    41.2
            M       0.0   136.8   151.5   479.0   853.3  1082.3  1165.9  1104.2
Total     : M+      0.0   383.3   424.8  1358.8  2474.5  3263.2  3714.1  3808.6
            V     216.4   207.6   206.6   182.6   147.3   106.3    71.0    24.3
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   216.4   207.6   206.6   182.6   147.3   112.0    76.8    41.5
            M       0.0   383.3   424.8  1358.8  2474.5  3233.8  3636.6  3682.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.41   92.67   95.00
Self wt.  : M     843.7   735.2   554.2   300.9    93.5    84.3     0.0
(Max)       V       7.5    15.0    22.5    30.1    35.0    35.2    37.1
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     132.1   115.1    86.8    47.1    14.6    13.2     0.0
DC(Max)     V       1.2     2.4     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5   109.5    98.8     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.0    41.3    43.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    35.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.3    13.4    14.1
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     176.7   153.9   116.0    63.0    19.6    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1243.4  1111.6   853.3   479.0   151.5   136.8     0.0
            V      48.8    62.2    81.3    94.7   104.2   104.6   108.1
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    54.6    68.0    81.3    94.7   104.2   104.6   108.1
            M    1165.9  1082.3   853.3   479.0   151.5   136.8     0.0
Total     : M+   3714.1  3263.2  2474.5  1358.8   424.8   383.3     0.0
            V      71.0   106.3   147.3   182.6   206.6   207.6   216.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    76.8   112.0   147.3   182.6   206.6   207.6   216.4
            M    3636.6  3233.8  2474.5  1358.8   424.8   383.3     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.63   19.27   28.90   38.53   48.17   33.72
 
Beam-Self
Precast-top    0.134   0.399   0.707   0.924   1.053   1.097   0.999 
Bottom        -0.108  -0.319  -0.562  -0.731  -0.831  -0.865  -0.789 
 
Prestress
Precast-top   -0.239  -0.386  -0.597  -0.804  -0.907  -0.907  -0.907 
Bottom         2.948   3.060   3.219   3.374   3.450   3.450   3.450 
 
Total
Precast-top   -0.105   0.013   0.110   0.119   0.146   0.190   0.092 
Bottom         2.840   2.740   2.657   2.643   2.619   2.585   2.661 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.18 %)
             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    8.97   18.60   28.23   37.87   47.50
 
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   0.015   0.016   0.052   0.096   0.127   0.145   0.151 
Precast-top   -0.038   0.043   0.065   0.560   1.126   1.473   1.701   1.810 
Bottom         0.595   2.362   2.341   1.882   1.356   1.029   0.820   0.723 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.63   19.27   28.90   38.53   48.17   33.72
 
Beam-Self
Precast-top    0.134   0.399   0.707   0.924   1.053   1.097   0.999 
Bottom        -0.108  -0.319  -0.562  -0.731  -0.831  -0.865  -0.789 
 
Prestress
Precast-top   -0.239  -0.386  -0.597  -0.804  -0.907  -0.907  -0.907 
Bottom         2.948   3.060   3.219   3.374   3.450   3.450   3.450 
 
Total
Precast-top   -0.105   0.013   0.110   0.119   0.146   0.190   0.092 
Bottom         2.840   2.740   2.657   2.643   2.619   2.585   2.661 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.18 %)
             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    8.97   18.60   28.23   37.87   47.50
 
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    8.97   18.60   28.23   37.87   47.50
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   0.048   0.053   0.167   0.298   0.388   0.435   0.434 
Precast-top   -0.019   0.050   0.065   0.382   0.744   0.972   1.113   1.165 
Bottom         0.298   1.090   1.070   0.625   0.119  -0.209  -0.397  -0.436 
 

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
    373.1    6.5   58.6    0.756   3.8   6.00e-3 50.0    384.1     1.571    3.017      0.00
      0.0    0.6   58.3     42.0 0.167      26.6 0.87    12.00     0.105    1.494 
Transfer:   3.00
    358.3    6.5   58.6    3.402  16.9   0.41e-3 30.4    271.3     0.558    1.760      0.00
    670.1    2.8   57.2    189.0 0.158     109.9 3.67    12.00     0.105    1.560 
Critical:   5.42
    342.9    6.5   58.6    3.895  16.9  -0.02e-3 28.9    218.4     0.424    1.760      0.00
   1288.4    3.2   57.0    189.0 0.151     145.7 4.88    12.00     0.105    1.624 
0.1L    :   9.63
    316.3    6.5   58.6    4.747  16.9  -0.03e-3 28.9    189.3     0.369    0.620      0.00
   2346.0    3.9   56.6    189.0 0.140     145.3 4.90    12.00     0.105    1.366 
0.2L    :  19.27
    258.6    6.5   55.9    6.076  16.9   0.15e-3 29.5    149.0     0.314    0.496      0.00
   4176.0    4.2   53.7    189.0 0.119     121.5 4.32    24.00     0.105    1.301 
0.3L    :  28.90
    202.3    6.5   57.7    6.076  16.9   1.19e-3 33.2    134.1     0.315    0.413      0.00
   5421.5    4.2   55.6    189.0 0.088      73.8 2.53    24.00     0.105    1.185 
0.4L    :  38.53
    147.2    6.5   58.7    6.076   0.0   1.66e-3 34.8    100.2     0.246    0.413      0.00
   6071.2    4.2   56.6    189.0 0.068      63.4 2.14    24.00     0.105    1.416 
0.5L    :  48.17
     93.3    6.5   58.7    6.076   0.0   1.44e-3 34.0     35.4     0.105    0.413      0.00
   6148.4    4.2   56.6    189.0 0.043      68.3 2.31    24.00     0.105    2.327 
0.6L    :  57.80
    147.2    6.5   58.7    6.076   0.0   1.66e-3 34.8    100.2     0.246    0.413      0.00
   6071.2    4.2   56.6    189.0 0.068      63.4 2.14    24.00     0.105    1.416 
0.7L    :  67.43
    202.3    6.5   57.7    6.076  16.9   1.19e-3 33.2    134.1     0.315    0.413      0.00
   5421.5    4.2   55.6    189.0 0.088      73.8 2.53    24.00     0.105    1.185 
0.8L    :  77.07
    258.6    6.5   55.9    6.076  16.9   0.15e-3 29.5    149.0     0.314    0.496      0.00
   4176.0    4.2   53.7    189.0 0.119     121.5 4.32    24.00     0.105    1.301 
0.9L    :  86.70
    316.3    6.5   58.6    4.747  16.9  -0.03e-3 28.9    189.3     0.369    0.620      0.00
   2346.0    3.9   56.6    189.0 0.140     145.3 4.90    12.00     0.105    1.366 
Critical:  90.92
    342.9    6.5   58.6    3.895  16.9  -0.02e-3 28.9    218.4     0.424    1.760      0.00
   1288.4    3.2   57.0    189.0 0.151     145.7 4.88    12.00     0.105    1.624 
Transfer:  93.33
    358.3    6.5   58.6    3.402  16.9   0.41e-3 30.4    271.3     0.558    1.760      0.00
    670.1    2.8   57.2    189.0 0.158     109.9 3.67    12.00     0.105    1.560 
Bearing :  95.67
    373.1    6.5   58.6    0.756   3.8   6.00e-3 50.0    384.1     1.571    3.017      0.00
      0.0    0.6   58.3     42.0 0.167      26.6 0.87    12.00     0.105    1.494 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1191.02
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.38
 
 
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
    373.1      7.11     58.58    0.63       58.27    24.00      0.300      1.621      0.000      3.017 
Transfer:      2.33
    358.3      6.96     58.58    2.79       57.19    24.00      0.300      1.570      0.000      1.760 
Critical:      4.75
    343.0      6.69     58.58    3.19       56.99    24.00      0.300      1.479      0.000      1.760 
0.1L    :      8.97
    316.3      6.20     58.58    3.87       56.65    24.00      0.300      1.318      0.000      0.620 
0.2L    :     18.60
    258.6      5.35     55.86    4.24       53.74    24.00      0.300      1.033      0.000      0.496 
0.3L    :     28.23
    202.3      4.04     57.74    4.24       55.62    24.00      0.300      0.597      0.000      0.413 
0.4L    :     37.87
    147.2      2.89     58.68    4.24       56.56    24.00      0.300      0.214      0.000      0.413 
0.5L    :     47.50
     93.3      1.83     58.68    4.24       56.56    24.00      0.300      0.000      0.000      0.413 
0.6L    :     57.13
    147.2      2.89     58.68    4.24       56.56    24.00      0.300      0.214      0.000      0.413 
0.7L    :     66.77
    202.3      4.04     57.74    4.24       55.62    24.00      0.300      0.597      0.000      0.413 
0.8L    :     76.40
    258.6      5.35     55.86    4.24       53.74    24.00      0.300      1.033      0.000      0.496 
0.9L    :     86.03
    316.3      6.20     58.58    3.87       56.65    24.00      0.300      1.318      0.000      0.620 
Critical:     90.25
    343.0      6.69     58.58    3.19       56.99    24.00      0.300      1.479      0.000      1.760 
Transfer:     92.67
    358.3      6.96     58.58    2.79       57.19    24.00      0.300      1.570      0.000      1.760 
Bearing :     95.00
    373.1      7.11     58.58    0.63       58.27    24.00      0.300      1.621      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.97 ft
Prestress      :       0.948  1.80      1.707  2.20      2.086
Self Wt.       :      -0.341  1.85     -0.631  2.40     -0.818
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          :       0.607            1.076            1.268
 
At 0.2 x L = 18.60 ft
Prestress      :       1.703  1.80      3.065  2.20      3.747
Self Wt.       :      -0.641  1.85     -1.185  2.40     -1.538
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.062            1.880            2.209
 
At 0.3 x L = 28.23 ft
Prestress      :       2.245  1.80      4.040  2.20      4.938
Self Wt.       :      -0.871  1.85     -1.611  2.40     -2.091
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.373            2.429            2.847
 
At 0.4 x L = 37.87 ft
Prestress      :       2.573  1.80      4.631  2.20      5.660
Self Wt.       :      -1.016  1.85     -1.880  2.40     -2.439
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.556            2.750            3.220
 
At 0.5 x L = 47.50 ft
Prestress      :       2.686  1.80      4.835  2.20      5.910
Self Wt.       :      -1.067  1.85     -1.974  2.40     -2.561
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.619            2.861            3.349
 
At 0.6 x L = 57.13 ft
Prestress      :       2.573  1.80      4.631  2.20      5.660
Self Wt.       :      -1.016  1.85     -1.880  2.40     -2.439
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.556            2.750            3.220
 
At 0.7 x L = 66.77 ft
Prestress      :       2.245  1.80      4.040  2.20      4.938
Self Wt.       :      -0.871  1.85     -1.611  2.40     -2.091
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.373            2.429            2.847
 
At 0.8 x L = 76.40 ft
Prestress      :       1.703  1.80      3.065  2.20      3.747
Self Wt.       :      -0.641  1.85     -1.185  2.40     -1.538
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.062            1.880            2.209
 
At 0.9 x L = 86.03 ft
Prestress      :       0.948  1.80      1.707  2.20      2.086
Self Wt.       :      -0.341  1.85     -0.631  2.40     -0.818
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          :       0.607            1.076            1.268
 

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
   659.6    52.7  3.969  265.3    3.3   2.79   4500.7  0.052T 1.00       -       -     -     -  
H/2     :   2.59
   731.0    52.7  4.030  265.2    3.3   2.83   4572.0  0.051T 1.00       -       -     -     -  
0.1L    :   8.97
  2346.0    54.0  5.538  263.6    4.6   3.87   6332.6  0.037T 1.00       -       -     -     -  
0.2L    :  18.60
  4298.2    55.9  6.076  263.3    5.0   4.24   7163.6  0.033T 1.00    869.2   869.2    8.24    -  
0.3L    :  28.23
  5661.8    57.7  6.076  263.5    5.0   4.24   7419.7  0.033T 1.00    684.0   684.0   10.85    -  
0.4L    :  37.87
  6477.1    58.7  6.076  263.6    5.0   4.24   7547.7  0.033T 1.00    573.5   573.5   13.16    -  
0.5L    :  47.50
  6721.3    58.7  6.076  263.6    5.0   4.24   7547.7  0.033T 1.00    532.4   532.4   14.18    -  
0.6L    :  57.13
  6477.1    58.7  6.076  263.6    5.0   4.24   7547.7  0.033T 1.00    573.5   573.5   13.16    -  
0.7L    :  66.77
  5661.8    57.7  6.076  263.5    5.0   4.24   7419.7  0.033T 1.00    684.0   684.0   10.85    -  
0.8L    :  76.40
  4298.2    55.9  6.076  263.3    5.0   4.24   7163.6  0.033T 1.00    869.2   869.2    8.24    -  
0.9L    :  86.03
  2346.0    54.0  5.538  263.6    4.6   3.87   6332.6  0.037T 1.00       -       -     -     -  
H/2     :  92.41
   731.0    52.7  4.030  265.2    3.3   2.83   4572.0  0.051T 1.00       -       -     -     -  
Transfer:  92.67
   659.6    52.7  3.969  265.3    3.3   2.79   4500.7  0.052T 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 1-14; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.051
        M   2.00 Fb     0.156
 
  2   2 E  50.00 Ft     0.351
        M   4.00 Fb     0.112
 
  3   2 E  48.00 Ft     0.633
        M   2.00 Fb     0.082
 
  4   2 E   6.00 Ft     0.585
        M   6.00 Fb     0.318
 
  5   2 E   6.00 Ft     0.537
        M   6.00 Fb     0.553
 
  6   2 E   6.00 Ft     0.489
        M   6.00 Fb     0.788
 
  7   2 E   4.00 Ft     0.423
        M   4.00 Fb     1.038
 
  8   2 E   4.00 Ft     0.358
        M   4.00 Fb     1.287
 
  9   2 E   4.00 Ft     0.293
        M   4.00 Fb     1.537
 
 10   2 E   4.00 Ft     0.227
        M   4.00 Fb     1.786
 
 11   2 E   2.00 Ft     0.144
        M   2.00 Fb     2.049
 
 12   2 E   2.00 Ft     0.061
        M   2.00 Fb     2.313
 
 13   2 E   2.00 Ft    -0.022
        M   2.00 Fb     2.576
 
 14   2 E   2.00 Ft    -0.105
        M   2.00 Fb     2.840
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 96.33            Release Length, ft: 96.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  28
No. of strands, Draped:   4           No. of strands, Straight:  24
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.5 ksi  f'ct   4.0 ksi
Initial losses:  6.84 %               Final losses: 12.63 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       2.840     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.105       Trans
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7547.71     6721.28     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.151     Midspan
    Pre.Top:   3.900  -0.000     Bearing    2.925   1.810     Midspan
    Pre.Bot:   3.900  -0.000     Bearing    2.925   2.362    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.484  -0.000     Bearing
    Pre.Bot:  -0.484  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.600   1.165     Midspan
    Pre.Bot:                                                             2.600   1.090    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.686  1.80      4.835  2.20      5.910
Self Wt.       :      -1.067  1.85     -1.974  2.40     -2.561
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.619            2.861            3.349
 
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   95.00
     DC  Line       0.076      0.00       0.076   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.333 ft
Release length = 96.333 ft
Design  length = 95.000 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)  : 0.736   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.917   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.010   (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           1407.0 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           685845 in4#
Ht. of c.g.           =        24.64 in             40.38 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 = 0.8520

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     8.97    18.60    28.23    37.87    47.50
 
Precast: (At Release, using Ec =  4739.0 ksi )
  Area    , in2    755.6    779.3    779.3    779.3    779.3    779.3    779.3    779.3
  Yb      ,  in    24.51    24.05    24.05    24.00    23.93    23.85    23.82    23.82
  MI(Ixx) , in4   287295   292519   292564   293709   295612   297722   298854   298854
Composite: (At Final, using Ec =  5007.5 ksi )
  Area    , in2   1413.4   1435.5   1435.5   1435.5   1435.5   1435.5   1435.5   1435.5
  Yb      ,  in    40.24    39.77    39.77    39.74    39.70    39.67    39.65    39.65
  MI(Ixx) , in4   691659   712385   712473   714659   718126   721791   723697   723697

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.50  ksi   
  Elasticity         =     4739.0 ksi   
  Max comp           =       3.58 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.56 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.50 ksi           4.00 ksi
  Elasticity         =    5007.55 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.90 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.93 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           =       2.60 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.48 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  28 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 33.72 ft from member end )
END PATTERN (Ycg = 10.14 in):
    10 @  2.000 in     8 @  4.000 in     6 @  6.000 in     2 @ 48.000 in
     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.57 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    10 @  2.000 in     8 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    6.08 in2      Initial Pull          =     1191.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.839 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.798 ft
Holddown Force        =  19.220 kips     Beam Shrtng (PL/AE)   =      0.373 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)       
--------------------------------------------------------------------------------------
      2699.070         740 1997.312     18.553 75140.133  1086.599     609.782        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      0.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       1.7500      2.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670      9.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00       9.4167     15.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.4167     24.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      24.1670     72.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      72.1663     80.9167    Yes
      2      US#5[M16]       60.00        0.62      12.00      80.9167     86.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00      86.9167     90.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      90.6663     94.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00      94.1663     94.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50      94.5833     95.7500    Yes
      2      US#6[M19]       60.00        0.88       2.75      95.7500     96.2083    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 96.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.0760 in2       Ycg =  3.57 in
         P_init    =     1191.0 kips  Ecc = 21.07 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4739 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    13.41 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.229 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.81 ksi    0.00 ksi
    due to Composite Loads                                 -1.76 ksi    0.00 ksi
    due to Live Loads                                      -5.72 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         9.23 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.24 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 13.41 ksi  ( 6.84 %)            11.57 ksi ( 5.90 %)
Total Prestress Losses                                    24.98 ksi (12.74 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.0 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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    84.3    93.5   300.9   554.2   735.2   843.7   879.9
(Max)       V      37.1    35.2    35.0    30.1    22.5    15.0     7.5     0.0
DL-Prec.  : M       0.0    12.1    13.4    43.0    79.3   105.2   120.7   125.9
DC(Max)     V       5.3     5.0     5.0     4.3     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.0    96.4   310.4   571.8   758.6   870.6   907.9
Haunch (Max)V      38.2    36.4    36.1    31.0    23.3    15.5     7.8     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.3     3.5     4.7     5.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.0    35.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.3    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    19.6    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   211.0   233.8   748.3  1363.8  1784.2  2034.0  2099.2
            V     117.9   113.9   113.5   102.5    86.6    70.7    48.8    10.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   117.9   113.9   113.5   102.5    87.5    73.3    59.6    46.5
            M       0.0   217.4   240.7   748.3  1289.5  1638.1  1787.2  1750.8
Total     : M+      0.0   444.3   492.5  1580.9  2897.8  3819.5  4370.6  4537.1
            V     220.5   211.4   210.4   185.7   149.0   112.3    69.7    10.3
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   220.5   211.4   210.4   185.7   150.0   114.9    80.5    46.7
            M       0.0   450.8   499.3  1580.9  2823.5  3673.4  4123.8  4188.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.41   92.67   95.00
Self wt.  : M     843.7   735.2   554.2   300.9    93.5    84.3     0.0
(Max)       V       7.5    15.0    22.5    30.1    35.0    35.2    37.1
DL-Prec.  : M     120.7   105.2    79.3    43.0    13.4    12.1     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     5.0     5.0     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     870.6   758.6   571.8   310.4    96.4    87.0     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    36.1    36.4    38.2
Diaphragm : M       4.7     3.5     2.3     1.1     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     320.2   279.0   210.3   114.2    35.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.3    13.4    14.1
DL-Comp   : M     176.7   153.9   116.0    63.0    19.6    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
LL + I    : M+   2034.0  1784.2  1363.8   748.3   233.8   211.0     0.0
            V      48.8    70.7    86.6   102.5   113.5   113.9   117.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.6    73.3    87.5   102.5   113.5   113.9   117.9
            M    1787.2  1638.1  1289.5   748.3   240.7   217.4    -0.0
Total     : M+   4370.6  3819.5  2897.8  1580.9   492.5   444.3     0.0
            V      69.7   112.3   149.0   185.7   210.4   211.4   220.5
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    80.5   114.9   150.0   185.7   210.4   211.4   220.5
            M    4123.8  3673.4  2823.5  1580.9   499.3   450.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.1             37.1
Deck+Haunch            38.2             38.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           38.8             38.8
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    84.3    93.5   300.9   554.2   735.2   843.7   879.9
(Max)       V      37.1    35.2    35.0    30.1    22.5    15.0     7.5     0.0
DL-Prec.  : M       0.0    12.1    13.4    43.0    79.3   105.2   120.7   125.9
DC(Max)     V       5.3     5.0     5.0     4.3     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.0    96.4   310.4   571.8   758.6   870.6   907.9
Haunch (Max)V      38.2    36.4    36.1    31.0    23.3    15.5     7.8     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.3     3.5     4.7     5.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.0    35.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.3    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    19.6    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   168.8   187.1   598.6  1091.0  1427.4  1627.2  1679.4
            V      94.3    91.1    90.8    82.0    69.3    56.5    39.0     8.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    94.3    91.1    90.8    82.0    70.0    58.6    47.7    37.2
            M       0.0   173.9   192.5   598.6  1031.6  1310.5  1429.7  1400.7
Total     : M+      0.0   402.1   445.7  1431.2  2625.0  3462.7  3963.8  4117.2
            V     196.9   188.6   187.7   165.2   131.7    98.2    59.9     8.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   196.9   188.6   187.7   165.2   132.5   100.3    68.6    37.4
            M       0.0   407.3   451.2  1431.2  2565.6  3345.8  3766.3  3838.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.41   92.67   95.00
Self wt.  : M     843.7   735.2   554.2   300.9    93.5    84.3     0.0
(Max)       V       7.5    15.0    22.5    30.1    35.0    35.2    37.1
DL-Prec.  : M     120.7   105.2    79.3    43.0    13.4    12.1     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     5.0     5.0     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     870.6   758.6   571.8   310.4    96.4    87.0     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    36.1    36.4    38.2
Diaphragm : M       4.7     3.5     2.3     1.1     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     320.2   279.0   210.3   114.2    35.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.3    13.4    14.1
DL-Comp   : M     176.7   153.9   116.0    63.0    19.6    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
LL + I    : M+   1627.2  1427.4  1091.0   598.6   187.1   168.8     0.0
            V      39.0    56.5    69.3    82.0    90.8    91.1    94.3
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    47.7    58.6    70.0    82.0    90.8    91.1    94.3
            M    1429.7  1310.5  1031.6   598.6   192.5   173.9    -0.0
Total     : M+   3963.8  3462.7  2625.0  1431.2   445.7   402.1     0.0
            V      59.9    98.2   131.7   165.2   187.7   188.6   196.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    68.6   100.3   132.5   165.2   187.7   188.6   196.9
            M    3766.3  3345.8  2565.6  1431.2   451.2   407.3    -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    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0   105.4   116.8   376.1   692.8   919.0  1054.7  1099.9
(Max)       V      46.3    44.0    43.8    37.6    28.2    18.8     9.4     0.0
Self wt.  : M       0.0    75.9    84.1   270.8   498.8   661.7   759.4   791.9
(Min)       V      33.3    31.7    31.5    27.1    20.3    13.5     6.8     0.0
DL-Prec.  : M       0.0    15.1    16.7    53.8    99.1   131.4   150.9   157.3
DC(Max)     V       6.6     6.3     6.3     5.4     4.0     2.7     1.3     0.0
DL-Prec.  : M       0.0    10.9    12.0    38.7    71.3    94.6   108.6   113.3
DC(Min)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   108.8   120.6   388.0   714.8   948.2  1088.2  1134.9
Haunch (Max)V      47.8    45.4    45.2    38.8    29.1    19.4     9.7     0.0
Deck +    : M       0.0    78.3    86.8   279.4   514.7   682.7   783.5   817.1
Haunch (Min)V      34.4    32.7    32.5    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.4     0.4     1.4     2.9     4.4     5.9     7.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.0     2.1     3.2     4.3     5.3
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    40.0    44.3   142.7   262.9   348.7   400.2   417.4
DC(Max)     V      17.6    16.7    16.6    14.3    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    28.8    31.9   102.8   189.3   251.1   288.2   300.5
DC(Min)     V      12.7    12.0    12.0    10.3     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    26.5    29.4    94.5   174.1   230.9   265.0   276.4
DW(Max)     V      11.6    11.1    11.0     9.4     7.1     4.7     2.4     0.0
DL-Comp   : M       0.0    11.5    12.7    40.9    75.4   100.1   114.8   119.8
DW(Min)     V       5.0     4.8     4.8     4.1     3.1     2.0     1.0     0.0
LL + I    : M+      0.0   369.2   409.2  1309.5  2386.6  3122.4  3559.4  3673.7
            V     206.4   199.3   198.6   179.3   151.5   123.7    85.3    17.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   206.4   199.3   198.6   179.3   153.2   128.2   104.3    81.4
            M       0.0   380.5   421.2  1309.5  2256.6  2866.6  3127.5  3064.0
Total     : M+      0.0   665.3   737.4  2366.0  4333.2  5705.0  6524.4  6767.0
            V     336.5   323.1   321.6   284.9   230.7   176.5   111.9    17.9
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   336.5   323.1   321.6   284.9   232.4   181.1   130.8    81.6
            M       0.0   676.6   749.4  2366.0  4203.2  5449.3  6092.5  6157.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.41   92.67   95.00
Self wt.  : M    1054.7   919.0   692.8   376.1   116.8   105.4     0.0
(Max)       V       9.4    18.8    28.2    37.6    43.8    44.0    46.3
Self wt.  : M     759.4   661.7   498.8   270.8    84.1    75.9     0.0
(Min)       V       6.8    13.5    20.3    27.1    31.5    31.7    33.3
DL-Prec.  : M     150.9   131.4    99.1    53.8    16.7    15.1     0.0
DC(Max)     V       1.3     2.7     4.0     5.4     6.3     6.3     6.6
DL-Prec.  : M     108.6    94.6    71.3    38.7    12.0    10.9     0.0
DC(Min)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
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    1088.2   948.2   714.8   388.0   120.6   108.8     0.0
Haunch (Max)V       9.7    19.4    29.1    38.8    45.2    45.4    47.8
Deck +    : M     783.5   682.7   514.7   279.4    86.8    78.3     0.0
Haunch (Min)V       7.0    14.0    20.9    27.9    32.5    32.7    34.4
Diaphragm : M       5.9     4.4     2.9     1.4     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.3     3.2     2.1     1.0     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     400.2   348.7   262.9   142.7    44.3    40.0     0.0
DC(Max)     V       3.6     7.1    10.7    14.3    16.6    16.7    17.6
DL-Comp   : M     288.2   251.1   189.3   102.8    31.9    28.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.3    12.0    12.0    12.7
DL-Comp   : M     265.0   230.9   174.1    94.5    29.4    26.5     0.0
DW(Max)     V       2.4     4.7     7.1     9.4    11.0    11.1    11.6
DL-Comp   : M     114.8   100.1    75.4    40.9    12.7    11.5     0.0
DW(Min)     V       1.0     2.0     3.1     4.1     4.8     4.8     5.0
LL + I    : M+   3559.4  3122.4  2386.6  1309.5   409.2   369.2     0.0
            V      85.3   123.7   151.5   179.3   198.6   199.3   206.4
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   104.3   128.2   153.2   179.3   198.6   199.3   206.4
            M    3127.5  2866.6  2256.6  1309.5   421.2   380.5    -0.0
Total     : M+   6524.4  5705.0  4333.2  2366.0   737.4   665.3     0.0
            V     111.9   176.5   230.7   284.9   321.6   323.1   336.5
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   130.8   181.1   232.4   284.9   321.6   323.1   336.5
            M    6092.5  5449.3  4203.2  2366.0   749.4   676.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               46.3             46.3
Deck+Haunch            47.8             47.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            6.6              6.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           58.2             58.2
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    84.3    93.5   300.9   554.2   735.2   843.7   879.9
(Max)       V      37.1    35.2    35.0    30.1    22.5    15.0     7.5     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.1    13.4    43.0    79.3   105.2   120.7   125.9
DC(Max)     V       5.3     5.0     5.0     4.3     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.0    96.4   310.4   571.8   758.6   870.6   907.9
Haunch (Max)V      38.2    36.4    36.1    31.0    23.3    15.5     7.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.3     3.5     4.7     5.9
(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    32.0    35.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.3    11.4     8.6     5.7     2.9     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    17.7    19.6    63.0   116.0   153.9   176.7   184.2
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     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   210.2   232.8   736.1  1311.4  1708.4  1911.0  1890.2
            V     118.3   114.5   114.1   103.7    89.0    68.0    53.4    26.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   118.3   114.5   114.1   103.7    89.0    74.4    59.7    45.1
            M       0.0   210.2   232.8   736.1  1311.4  1663.3  1791.8  1697.0
Total     : M+      0.0   443.5   491.5  1568.8  2845.4  3743.8  4247.6  4328.1
            V     220.8   212.0   211.0   186.8   151.4   109.7    74.3    26.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   220.8   212.0   211.0   186.8   151.4   116.0    80.6    45.2
            M       0.0   443.5   491.5  1568.8  2845.4  3698.6  4128.5  4134.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.41   92.67   95.00
Self wt.  : M     843.7   735.2   554.2   300.9    93.5    84.3     0.0
(Max)       V       7.5    15.0    22.5    30.1    35.0    35.2    37.1
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     120.7   105.2    79.3    43.0    13.4    12.1     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     5.0     5.0     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     870.6   758.6   571.8   310.4    96.4    87.0     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    36.1    36.4    38.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.7     3.5     2.3     1.1     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     320.2   279.0   210.3   114.2    35.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.3    13.4    14.1
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     176.7   153.9   116.0    63.0    19.6    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1911.0  1708.4  1311.4   736.1   232.8   210.2     0.0
            V      53.4    68.0    89.0   103.7   114.1   114.5   118.3
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    59.7    74.4    89.0   103.7   114.1   114.5   118.3
            M    1791.8  1663.3  1311.4   736.1   232.8   210.2     0.0
Total     : M+   4247.6  3743.8  2845.4  1568.8   491.5   443.5     0.0
            V      74.3   109.7   151.4   186.8   211.0   212.0   220.8
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    80.6   116.0   151.4   186.8   211.0   212.0   220.8
            M    4128.5  3698.6  2845.4  1568.8   491.5   443.5     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.63   19.27   28.90   38.53   48.17   33.72
 
Beam-Self
Precast-top    0.134   0.399   0.707   0.924   1.053   1.097   0.999 
Bottom        -0.108  -0.319  -0.562  -0.731  -0.831  -0.865  -0.789 
 
Prestress
Precast-top   -0.239  -0.386  -0.597  -0.804  -0.907  -0.907  -0.907 
Bottom         2.948   3.060   3.219   3.374   3.450   3.450   3.450 
 
Total
Precast-top   -0.105   0.013   0.110   0.119   0.146   0.190   0.092 
Bottom         2.840   2.740   2.657   2.643   2.619   2.585   2.661 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.18 %)
             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    8.97   18.60   28.23   37.87   47.50
 
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   0.016   0.018   0.057   0.105   0.138   0.159   0.165 
Precast-top   -0.038   0.028   0.049   0.507   1.028   1.344   1.552   1.653 
Bottom         0.595   2.374   2.355   1.926   1.438   1.137   0.944   0.853 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.63   19.27   28.90   38.53   48.17   33.72
 
Beam-Self
Precast-top    0.134   0.399   0.707   0.924   1.053   1.097   0.999 
Bottom        -0.108  -0.319  -0.562  -0.731  -0.831  -0.865  -0.789 
 
Prestress
Precast-top   -0.239  -0.386  -0.597  -0.804  -0.907  -0.907  -0.907 
Bottom         2.948   3.060   3.219   3.374   3.450   3.450   3.450 
 
Total
Precast-top   -0.105   0.013   0.110   0.119   0.146   0.190   0.092 
Bottom         2.840   2.740   2.657   2.643   2.619   2.585   2.661 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.18 %)
             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    8.97   18.60   28.23   37.87   47.50
 
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    8.97   18.60   28.23   37.87   47.50
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   0.076   0.084   0.266   0.473   0.616   0.689   0.686 
Precast-top   -0.019   0.064   0.080   0.430   0.827   1.079   1.231   1.277 
Bottom         0.298   1.046   1.021   0.472  -0.151  -0.558  -0.784  -0.816 
 

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
    336.5    6.5   58.6    0.758   3.8   6.00e-3 50.0    343.5     1.406    3.017      0.00
      0.0    0.7   58.2     42.0 0.150      26.6 0.87    12.00     0.105    1.655 
Transfer:   3.00
    323.1    6.5   58.6    3.413  16.9  -0.01e-3 29.0    197.8     0.384    1.760      0.00
    676.6    3.2   57.0    189.0 0.142     144.3 4.83    12.00     0.105    1.724 
Critical:   5.40
    309.2    6.5   58.6    3.903  16.9  -0.04e-3 28.9    179.2     0.348    1.760      0.00
   1295.7    3.6   56.8    189.0 0.136     147.4 4.96    12.00     0.105    1.795 
0.1L    :   9.63
    284.9    6.5   58.6    4.760  16.9  -0.04e-3 28.9    154.1     0.301    0.620      0.00
   2366.0    4.4   56.4    189.0 0.126     145.6 4.93    12.00     0.105    1.515 
0.2L    :  19.27
    232.4    6.5   55.9    6.076  16.9   0.06e-3 29.2    112.9     0.236    0.496      0.00
   4203.2    4.8   53.5    189.0 0.107     128.5 4.59    24.00     0.105    1.481 
0.3L    :  28.90
    181.1    6.5   57.7    6.076  16.9   1.14e-3 33.0    109.3     0.257    0.413      0.00
   5449.3    4.8   55.3    189.0 0.079      75.0 2.59    24.00     0.105    1.332 
0.4L    :  38.53
    130.8    6.5   58.7    6.076   0.0   1.63e-3 34.7     81.6     0.201    0.413      0.00
   6092.5    4.8   56.3    189.0 0.061      63.7 2.16    24.00     0.105    1.595 
0.5L    :  48.17
     81.6    6.5   58.7    6.076   0.0   1.42e-3 34.0     22.2     0.105    0.413      0.00
   6157.3    4.8   56.3    189.0 0.038      68.5 2.32    24.00     0.105    2.658 
0.6L    :  57.80
    130.8    6.5   58.7    6.076   0.0   1.63e-3 34.7     81.6     0.201    0.413      0.00
   6092.5    4.8   56.3    189.0 0.061      63.7 2.16    24.00     0.105    1.595 
0.7L    :  67.43
    181.1    6.5   57.7    6.076  16.9   1.14e-3 33.0    109.3     0.257    0.413      0.00
   5449.3    4.8   55.3    189.0 0.079      75.0 2.59    24.00     0.105    1.332 
0.8L    :  77.07
    232.4    6.5   55.9    6.076  16.9   0.06e-3 29.2    112.9     0.236    0.496      0.00
   4203.2    4.8   53.5    189.0 0.107     128.5 4.59    24.00     0.105    1.481 
0.9L    :  86.70
    284.9    6.5   58.6    4.760  16.9  -0.04e-3 28.9    154.1     0.301    0.620      0.00
   2366.0    4.4   56.4    189.0 0.126     145.6 4.93    12.00     0.105    1.515 
Critical:  90.94
    309.2    6.5   58.6    3.903  16.9  -0.04e-3 28.9    179.2     0.348    1.760      0.00
   1295.7    3.6   56.8    189.0 0.136     147.4 4.96    12.00     0.105    1.795 
Transfer:  93.33
    323.1    6.5   58.6    3.413  16.9  -0.01e-3 29.0    197.8     0.384    1.760      0.00
    676.6    3.2   57.0    189.0 0.142     144.3 4.83    12.00     0.105    1.724 
Bearing :  95.67
    336.5    6.5   58.6    0.758   3.8   6.00e-3 50.0    343.5     1.406    3.017      0.00
      0.0    0.7   58.2     42.0 0.150      26.6 0.87    12.00     0.105    1.655 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1191.02
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.38
 
 
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
    336.5      6.42     58.58    0.72       58.22    24.00      0.300      1.390      0.000      3.017 
Transfer:      2.33
    323.1      6.30     58.58    3.18       56.99    24.00      0.300      1.349      0.000      1.760 
Critical:      4.73
    309.3      6.05     58.58    3.62       56.77    24.00      0.300      1.268      0.000      1.760 
0.1L    :      8.97
    284.9      5.61     58.58    4.40       56.38    24.00      0.300      1.121      0.000      0.620 
0.2L    :     18.60
    232.4      4.83     55.86    4.81       53.46    24.00      0.300      0.860      0.000      0.496 
0.3L    :     28.23
    181.1      3.64     57.74    4.81       55.33    24.00      0.300      0.462      0.000      0.413 
0.4L    :     37.87
    130.8      2.58     58.68    4.82       56.27    24.00      0.300      0.111      0.000      0.413 
0.5L    :     47.50
     81.6      1.61     58.68    4.82       56.27    24.00      0.300      0.000      0.000      0.413 
0.6L    :     57.13
    130.8      2.58     58.68    4.82       56.27    24.00      0.300      0.111      0.000      0.413 
0.7L    :     66.77
    181.1      3.64     57.74    4.81       55.33    24.00      0.300      0.462      0.000      0.413 
0.8L    :     76.40
    232.4      4.83     55.86    4.81       53.46    24.00      0.300      0.860      0.000      0.496 
0.9L    :     86.03
    284.9      5.61     58.58    4.40       56.38    24.00      0.300      1.121      0.000      0.620 
Critical:     90.27
    309.3      6.05     58.58    3.62       56.77    24.00      0.300      1.268      0.000      1.760 
Transfer:     92.67
    323.1      6.30     58.58    3.18       56.99    24.00      0.300      1.349      0.000      1.760 
Bearing :     95.00
    336.5      6.42     58.58    0.72       58.22    24.00      0.300      1.390      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.97 ft
Prestress      :       0.948  1.80      1.707  2.20      2.086
Self Wt.       :      -0.341  1.85     -0.631  2.40     -0.818
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          :       0.607            1.076            1.268
 
At 0.2 x L = 18.60 ft
Prestress      :       1.703  1.80      3.065  2.20      3.747
Self Wt.       :      -0.641  1.85     -1.185  2.40     -1.538
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.062            1.880            2.209
 
At 0.3 x L = 28.23 ft
Prestress      :       2.245  1.80      4.040  2.20      4.938
Self Wt.       :      -0.871  1.85     -1.611  2.40     -2.091
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.373            2.429            2.847
 
At 0.4 x L = 37.87 ft
Prestress      :       2.573  1.80      4.631  2.20      5.660
Self Wt.       :      -1.016  1.85     -1.880  2.40     -2.439
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.556            2.750            3.220
 
At 0.5 x L = 47.50 ft
Prestress      :       2.686  1.80      4.835  2.20      5.910
Self Wt.       :      -1.067  1.85     -1.974  2.40     -2.561
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.619            2.861            3.349
 
At 0.6 x L = 57.13 ft
Prestress      :       2.573  1.80      4.631  2.20      5.660
Self Wt.       :      -1.016  1.85     -1.880  2.40     -2.439
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.556            2.750            3.220
 
At 0.7 x L = 66.77 ft
Prestress      :       2.245  1.80      4.040  2.20      4.938
Self Wt.       :      -0.871  1.85     -1.611  2.40     -2.091
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.373            2.429            2.847
 
At 0.8 x L = 76.40 ft
Prestress      :       1.703  1.80      3.065  2.20      3.747
Self Wt.       :      -0.641  1.85     -1.185  2.40     -1.538
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.062            1.880            2.209
 
At 0.9 x L = 86.03 ft
Prestress      :       0.948  1.80      1.707  2.20      2.086
Self Wt.       :      -0.341  1.85     -0.631  2.40     -0.818
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          :       0.607            1.076            1.268
 

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
   665.3    52.7  3.982  264.6    3.7   3.18   4487.3  0.045T 1.00       -       -     -     -  
H/2     :   2.59
   737.4    52.7  4.043  264.6    3.8   3.23   4557.8  0.045T 1.00       -       -     -     -  
0.1L    :   8.97
  2366.0    54.0  5.553  262.7    5.2   4.40   6296.7  0.032T 1.00       -       -     -     -  
0.2L    :  18.60
  4333.2    55.9  6.076  262.3    5.7   4.81   7101.0  0.029T 1.00    915.4   915.4    7.76    -  
0.3L    :  28.23
  5705.0    57.7  6.076  262.6    5.7   4.81   7356.9  0.029T 1.00    750.9   750.9    9.80    -  
0.4L    :  37.87
  6524.4    58.7  6.076  262.7    5.7   4.82   7484.9  0.029T 1.00    652.8   652.8   11.47    -  
0.5L    :  47.50
  6767.0    58.7  6.076  262.7    5.7   4.82   7484.9  0.029T 1.00    616.5   616.5   12.14    -  
0.6L    :  57.13
  6524.4    58.7  6.076  262.7    5.7   4.82   7484.9  0.029T 1.00    652.8   652.8   11.47    -  
0.7L    :  66.77
  5705.0    57.7  6.076  262.6    5.7   4.81   7356.9  0.029T 1.00    750.9   750.9    9.80    -  
0.8L    :  76.40
  4333.2    55.9  6.076  262.3    5.7   4.81   7101.0  0.029T 1.00    915.4   915.4    7.76    -  
0.9L    :  86.03
  2366.0    54.0  5.553  262.7    5.2   4.40   6296.7  0.032T 1.00       -       -     -     -  
H/2     :  92.41
   737.4    52.7  4.043  264.6    3.8   3.23   4557.8  0.045T 1.00       -       -     -     -  
Transfer:  92.67
   665.3    52.7  3.982  264.6    3.7   3.18   4487.3  0.045T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 5; Groups 1-14; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.051
        M   2.00 Fb     0.156
 
  2   2 E  50.00 Ft     0.351
        M   4.00 Fb     0.112
 
  3   2 E  48.00 Ft     0.633
        M   2.00 Fb     0.082
 
  4   2 E   6.00 Ft     0.585
        M   6.00 Fb     0.318
 
  5   2 E   6.00 Ft     0.537
        M   6.00 Fb     0.553
 
  6   2 E   6.00 Ft     0.489
        M   6.00 Fb     0.788
 
  7   2 E   4.00 Ft     0.423
        M   4.00 Fb     1.038
 
  8   2 E   4.00 Ft     0.358
        M   4.00 Fb     1.287
 
  9   2 E   4.00 Ft     0.293
        M   4.00 Fb     1.537
 
 10   2 E   4.00 Ft     0.227
        M   4.00 Fb     1.786
 
 11   2 E   2.00 Ft     0.144
        M   2.00 Fb     2.049
 
 12   2 E   2.00 Ft     0.061
        M   2.00 Fb     2.313
 
 13   2 E   2.00 Ft    -0.022
        M   2.00 Fb     2.576
 
 14   2 E   2.00 Ft    -0.105
        M   2.00 Fb     2.840
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 96.33            Release Length, ft: 96.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  28
No. of strands, Draped:   4           No. of strands, Straight:  24
Concrete Strength, f'ci:   5.5  ksi        f'c:   6.5 ksi  f'ct   4.0 ksi
Initial losses:  6.84 %               Final losses: 12.74 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.575       2.840     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.105       Trans
      Precast Top w/ reinf. (tension)      -0.563           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7484.88     6767.03     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   0.165     Midspan
    Pre.Top:   3.900  -0.000     Bearing    2.925   1.653     Midspan
    Pre.Bot:   3.900  -0.000     Bearing    2.925   2.374    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.484  -0.000     Bearing
    Pre.Bot:  -0.484  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.600   1.277     Midspan
    Pre.Bot:                                                             2.600   1.046    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.686  1.80      4.835  2.20      5.910
Self Wt.       :      -1.067  1.85     -1.974  2.40     -2.561
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.619            2.861            3.349
 
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

