 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTD100 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 100 feet, girder spacing is 9.25 feet, and deck overhang width is 3 
                     feet and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) The hold-down location is at 0.4*(beam length)
                     (9) The beam lifting and supporting points are both assumed are 2.625 feet and 10 feet from 
                     the girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 6 ksi and 7 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_f1c5.tmp\BTD100-0_40\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
Number of spans         =            1
Number of lanes         =            3
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   3487642.50
 
SPAN DATA
---------
Precast length    , ft =    101.333
Bearing-to-bearing, ft =    100.000
Release span      , ft =    101.333
 
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      =      7.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5131.520        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      6.000 
Eci ,ksi      =   4877.010
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.40L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: NO
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.035    0.00       0.035  100.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  100.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076  100.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  100.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087  100.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  100.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087  100.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  100.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087  100.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  100.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076  100.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   50.000
   1    2        0.500   50.000
   1    3        0.500   50.000
   1    4        0.500   50.000
   1    5        0.250   50.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740  100.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  100.00   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    0.051     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              6.00 ksi 
  Elasticity          4877.0 ksi 
  Max comp              3.90 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.59 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      7.00 ksi    4.00 ksi 
  Elasticity 5131.52 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.20 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.15 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    2.80 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.50 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    6.00        7.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    6.00        7.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    6.00        7.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    6.00        7.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    6.00        7.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 30 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 40.53 ft from member end )
 
END PATTERN (Ycg = 9.60 in):
 
  12 @  2.000 in 8 @  4.000 in 6 @  6.000 in 2 @ 48.000 in 
  2 @ 50.000 in                                            
 
MID PATTERN (Ycg = 3.47 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  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  10.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  10.1670  15.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  15.1670  25.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  25.1670  76.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  76.1663  86.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00  86.1663  91.1663 Yes       
       2 US#5[M16]  60.0  0.62    9.00  91.1663  95.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00  95.6663  99.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00  99.1663  99.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50  99.5833 100.7500 Yes       
       2 US#6[M19]  60.0  0.88    2.75 100.7500 101.2083 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 101.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 30 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 40.53 ft from member end )
 
END PATTERN (Ycg = 9.60 in):
 
  12 @  2.000 in 8 @  4.000 in 6 @  6.000 in 2 @ 48.000 in 
  2 @ 50.000 in                                            
 
MID PATTERN (Ycg = 3.47 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  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  10.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  10.1670  15.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  15.1670  25.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  25.1670  76.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  76.1663  86.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00  86.1663  91.1663 Yes       
       2 US#5[M16]  60.0  0.62    9.00  91.1663  95.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00  95.6663  99.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00  99.1663  99.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50  99.5833 100.7500 Yes       
       2 US#6[M19]  60.0  0.88    2.75 100.7500 101.2083 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 101.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 30 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 40.53 ft from member end )
 
END PATTERN (Ycg = 9.60 in):
 
  12 @  2.000 in 8 @  4.000 in 6 @  6.000 in 2 @ 48.000 in 
  2 @ 50.000 in                                            
 
MID PATTERN (Ycg = 3.47 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  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  10.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  10.1670  15.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  15.1670  25.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  25.1670  76.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  76.1663  86.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00  86.1663  91.1663 Yes       
       2 US#5[M16]  60.0  0.62    9.00  91.1663  95.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00  95.6663  99.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00  99.1663  99.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50  99.5833 100.7500 Yes       
       2 US#6[M19]  60.0  0.88    2.75 100.7500 101.2083 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 101.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 30 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 40.53 ft from member end )
 
END PATTERN (Ycg = 9.60 in):
 
  12 @  2.000 in 8 @  4.000 in 6 @  6.000 in 2 @ 48.000 in 
  2 @ 50.000 in                                            
 
MID PATTERN (Ycg = 3.47 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  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  10.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  10.1670  15.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  15.1670  25.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  25.1670  76.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  76.1663  86.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00  86.1663  91.1663 Yes       
       2 US#5[M16]  60.0  0.62    9.00  91.1663  95.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00  95.6663  99.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00  99.1663  99.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50  99.5833 100.7500 Yes       
       2 US#6[M19]  60.0  0.88    2.75 100.7500 101.2083 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 101.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 30 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 40.53 ft from member end )
 
END PATTERN (Ycg = 9.60 in):
 
  12 @  2.000 in 8 @  4.000 in 6 @  6.000 in 2 @ 48.000 in 
  2 @ 50.000 in                                            
 
MID PATTERN (Ycg = 3.47 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  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  10.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  10.1670  15.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  15.1670  25.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  25.1670  76.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  76.1663  86.1663 Yes       
       2 US#5[M16]  60.0  0.62   12.00  86.1663  91.1663 Yes       
       2 US#5[M16]  60.0  0.62    9.00  91.1663  95.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00  95.6663  99.1663 Yes       
       2 US#6[M19]  60.0  0.88    5.00  99.1663  99.5833 Yes       
       2 US#6[M19]  60.0  0.88    3.50  99.5833 100.7500 Yes       
       2 US#6[M19]  60.0  0.88    2.75 100.7500 101.2083 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 101.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-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  100.00
     DC  Line       0.052      0.00       0.052  100.00
     DC  Line       0.076      0.00       0.076  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.333 ft
Release length = 101.333 ft
Design  length = 100.000 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)  : 0.727   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.918   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.012   (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           1391.1 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           680605 in4#
Ht. of c.g.           =        24.64 in             40.17 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 = 0.8314

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     9.47    19.60    29.73    39.87    50.00
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    755.8    780.3    780.3    780.3    780.3    780.3    780.3    780.3
  Yb      ,  in    24.50    24.01    24.01    23.97    23.91    23.85    23.78    23.78
  MI(Ixx) , in4   287451   293124   293161   294171   295780   297532   299425   299425
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1397.7   1420.8   1420.8   1420.8   1420.8   1420.8   1420.8   1420.8
  Yb      ,  in    40.03    39.53    39.53    39.50    39.47    39.44    39.41    39.41
  MI(Ixx) , in4   686775   708552   708623   710530   713456   716519   719719   719719

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 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           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  30 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 40.53 ft from member end )
END PATTERN (Ycg = 9.60 in):
    12 @  2.000 in     8 @  4.000 in     6 @  6.000 in     2 @ 48.000 in
     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.47 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  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     =    6.51 in2      Initial Pull          =     1276.1 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.761 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.701 ft
Holddown Force        =  16.020 kips     Beam Shrtng (PL/AE)   =      0.408 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)       
--------------------------------------------------------------------------------------
      3041.446         740 2250.670     19.516 79040.141  1148.844     641.412        
 
 
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     10.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1670     15.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.1670     25.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      25.1670     76.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      76.1663     86.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      86.1663     91.1663    Yes
      2      US#5[M16]       60.00        0.62       9.00      91.1663     95.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      95.6663     99.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00      99.1663     99.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50      99.5833    100.7500    Yes
      2      US#6[M19]       60.00        0.88       2.75     100.7500    101.2083    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 101.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.5100 in2       Ycg =  3.47 in
         P_init    =     1276.1 kips  Ecc = 21.17 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    13.80 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.361 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.50 ksi    0.00 ksi
    due to Composite Loads                                 -1.91 ksi    0.00 ksi
    due to Live Loads                                      -6.01 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.17 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 13.80 ksi  ( 7.04 %)             9.72 ksi ( 4.96 %)
Total Prestress Losses                                    23.52 ksi (12.00 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    88.9    98.5   334.2   614.6   814.8   935.0   975.0
(Max)       V      39.0    37.2    37.0    31.6    23.7    15.8     7.9     0.0
DL-Prec.  : M       0.0    18.6    20.7    70.1   128.9   170.9   196.1   204.5
DC(Max)     V       8.2     7.8     7.8     6.6     5.0     3.3     1.7     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    91.7   101.7   344.9   634.1   840.7   964.7  1006.0
Haunch (Max)V      40.2    38.4    38.2    32.6    24.5    16.3     8.2     0.0
Diaphragm : M       0.0     0.3     0.3     1.2     2.5     3.7     5.0     6.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.7    37.4   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    20.6    70.0   128.7   170.6   195.8   204.1
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   215.1   238.5   804.5  1464.6  1916.8  2185.7  2257.4
            V     120.2   116.3   115.9   104.4    88.2    71.9    49.4     9.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   120.2   116.3   115.9   104.4    89.2    74.6    60.7    47.5
            M       0.0   222.0   245.8   804.5  1382.3  1754.9  1914.9  1877.8
Total     : M+      0.0   467.0   517.7  1751.7  3206.5  4226.8  4837.0  5023.3
            V     230.7   221.7   220.7   194.0   155.4   116.8    71.9    10.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   230.7   221.7   220.7   194.0   156.4   119.5    83.2    47.6
            M       0.0   473.9   525.1  1751.7  3124.2  4064.9  4566.2  4643.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.41   97.67  100.00
Self wt.  : M     935.0   814.8   614.6   334.2    98.5    88.9     0.0
(Max)       V       7.9    15.8    23.7    31.6    37.0    37.2    39.0
DL-Prec.  : M     196.1   170.9   128.9    70.1    20.7    18.6     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.8     7.8     8.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     964.7   840.7   634.1   344.9   101.7    91.7     0.0
Haunch (Max)V       8.2    16.3    24.5    32.6    38.2    38.4    40.2
Diaphragm : M       5.0     3.7     2.5     1.2     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     354.8   309.2   233.2   126.8    37.4    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    20.6    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
LL + I    : M+   2185.7  1916.8  1464.6   804.5   238.5   215.1     0.0
            V      49.4    71.9    88.2   104.4   115.9   116.3   120.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    60.7    74.6    89.2   104.4   115.9   116.3   120.2
            M    1914.9  1754.9  1382.3   804.5   245.8   222.0    -0.0
Total     : M+   4837.0  4226.8  3206.5  1751.7   517.7   467.0     0.0
            V      71.9   116.8   155.4   194.0   220.7   221.7   230.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    83.2   119.5   156.4   194.0   220.7   221.7   230.7
            M    4566.2  4064.9  3124.2  1751.7   525.1   473.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.0             39.0
Deck+Haunch            40.2             40.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            8.2              8.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           40.8             40.8
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    88.9    98.5   334.2   614.6   814.8   935.0   975.0
(Max)       V      39.0    37.2    37.0    31.6    23.7    15.8     7.9     0.0
DL-Prec.  : M       0.0    18.6    20.7    70.1   128.9   170.9   196.1   204.5
DC(Max)     V       8.2     7.8     7.8     6.6     5.0     3.3     1.7     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    91.7   101.7   344.9   634.1   840.7   964.7  1006.0
Haunch (Max)V      40.2    38.4    38.2    32.6    24.5    16.3     8.2     0.0
Diaphragm : M       0.0     0.3     0.3     1.2     2.5     3.7     5.0     6.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.7    37.4   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    20.6    70.0   128.7   170.6   195.8   204.1
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   172.1   190.8   643.6  1171.7  1533.5  1748.6  1805.9
            V      96.2    93.1    92.7    83.5    70.5    57.5    39.5     7.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    96.2    93.1    92.7    83.5    71.4    59.7    48.6    38.0
            M       0.0   177.6   196.7   643.6  1105.8  1404.0  1531.9  1502.2
Total     : M+      0.0   424.0   470.0  1590.8  2913.6  3843.4  4399.9  4571.8
            V     206.7   198.4   197.5   173.1   137.8   102.4    62.0     8.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   206.7   198.4   197.5   173.1   138.6   104.6    71.1    38.1
            M       0.0   429.5   475.9  1590.8  2847.8  3713.9  4183.2  4268.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.41   97.67  100.00
Self wt.  : M     935.0   814.8   614.6   334.2    98.5    88.9     0.0
(Max)       V       7.9    15.8    23.7    31.6    37.0    37.2    39.0
DL-Prec.  : M     196.1   170.9   128.9    70.1    20.7    18.6     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.8     7.8     8.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     964.7   840.7   634.1   344.9   101.7    91.7     0.0
Haunch (Max)V       8.2    16.3    24.5    32.6    38.2    38.4    40.2
Diaphragm : M       5.0     3.7     2.5     1.2     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     354.8   309.2   233.2   126.8    37.4    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    20.6    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
LL + I    : M+   1748.6  1533.5  1171.7   643.6   190.8   172.1     0.0
            V      39.5    57.5    70.5    83.5    92.7    93.1    96.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    48.6    59.7    71.4    83.5    92.7    93.1    96.2
            M    1531.9  1404.0  1105.8   643.6   196.7   177.6    -0.0
Total     : M+   4399.9  3843.4  2913.6  1590.8   470.0   424.0     0.0
            V      62.0   102.4   137.8   173.1   197.5   198.4   206.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    71.1   104.6   138.6   173.1   197.5   198.4   206.7
            M    4183.2  3713.9  2847.8  1590.8   475.9   429.5    -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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0   111.1   123.2   417.8   768.2  1018.5  1168.7  1218.7
(Max)       V      48.8    46.5    46.2    39.5    29.6    19.8     9.9     0.0
Self wt.  : M       0.0    80.0    88.7   300.8   553.1   733.3   841.5   877.5
(Min)       V      35.1    33.5    33.3    28.5    21.3    14.2     7.1     0.0
DL-Prec.  : M       0.0    23.3    25.8    87.6   161.1   213.6   245.1   255.6
DC(Max)     V      10.2     9.7     9.7     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0    16.8    18.6    63.1   116.0   153.8   176.5   184.0
DC(Min)     V       7.4     7.0     7.0     6.0     4.5     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   114.6   127.1   431.1   792.7  1050.9  1205.9  1257.5
Haunch (Max)V      50.3    48.0    47.7    40.8    30.6    20.4    10.2     0.0
Deck +    : M       0.0    82.5    91.5   310.4   570.7   756.7   868.2   905.4
Haunch (Min)V      36.2    34.5    34.3    29.4    22.0    14.7     7.3     0.0
Diaphragm : M       0.0     0.4     0.4     1.5     3.1     4.6     6.2     7.8
(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     1.1     2.2     3.3     4.5     5.6
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    42.2    46.7   158.6   291.5   386.5   443.5   462.5
DC(Max)     V      18.5    17.6    17.5    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    30.4    33.7   114.2   209.9   278.3   319.3   333.0
DC(Min)     V      13.3    12.7    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    27.9    30.9   105.0   193.0   255.9   293.6   306.2
DW(Max)     V      12.2    11.7    11.6     9.9     7.4     5.0     2.5     0.0
DL-Comp   : M       0.0    12.1    13.4    45.5    83.6   110.9   127.2   132.7
DW(Min)     V       5.3     5.1     5.0     4.3     3.2     2.2     1.1     0.0
LL + I    : M+      0.0   376.5   417.3  1407.8  2563.0  3354.4  3825.0  3950.5
            V     210.4   203.6   202.8   182.7   154.3   125.8    86.5    17.3
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   210.4   203.6   202.8   182.7   156.1   130.6   106.3    83.1
            M       0.0   388.5   430.2  1407.8  2419.0  3071.1  3351.1  3286.1
Total     : M+      0.0   695.9   771.5  2609.4  4772.6  6284.5  7188.1  7458.9
            V     350.6   337.2   335.7   296.4   239.6   182.7   115.0    17.5
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   350.6   337.2   335.7   296.4   241.4   187.5   134.8    83.3
            M       0.0   708.0   784.4  2609.4  4628.6  6001.3  6714.2  6794.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.41   97.67  100.00
Self wt.  : M    1168.7  1018.5   768.2   417.8   123.2   111.1     0.0
(Max)       V       9.9    19.8    29.6    39.5    46.2    46.5    48.8
Self wt.  : M     841.5   733.3   553.1   300.8    88.7    80.0     0.0
(Min)       V       7.1    14.2    21.3    28.5    33.3    33.5    35.1
DL-Prec.  : M     245.1   213.6   161.1    87.6    25.8    23.3     0.0
DC(Max)     V       2.1     4.1     6.2     8.3     9.7     9.7    10.2
DL-Prec.  : M     176.5   153.8   116.0    63.1    18.6    16.8     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     7.0     7.0     7.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1205.9  1050.9   792.7   431.1   127.1   114.6     0.0
Haunch (Max)V      10.2    20.4    30.6    40.8    47.7    48.0    50.3
Deck +    : M     868.2   756.7   570.7   310.4    91.5    82.5     0.0
Haunch (Min)V       7.3    14.7    22.0    29.4    34.3    34.5    36.2
Diaphragm : M       6.2     4.6     3.1     1.5     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.5     3.3     2.2     1.1     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     443.5   386.5   291.5   158.6    46.7    42.2     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.5    17.6    18.5
DL-Comp   : M     319.3   278.3   209.9   114.2    33.7    30.4     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.6    12.7    13.3
DL-Comp   : M     293.6   255.9   193.0   105.0    30.9    27.9     0.0
DW(Max)     V       2.5     5.0     7.4     9.9    11.6    11.7    12.2
DL-Comp   : M     127.2   110.9    83.6    45.5    13.4    12.1     0.0
DW(Min)     V       1.1     2.2     3.2     4.3     5.0     5.1     5.3
LL + I    : M+   3825.0  3354.4  2563.0  1407.8   417.3   376.5     0.0
            V      86.5   125.8   154.3   182.7   202.8   203.6   210.4
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   106.3   130.6   156.1   182.7   202.8   203.6   210.4
            M    3351.1  3071.1  2419.0  1407.8   430.2   388.5    -0.0
Total     : M+   7188.1  6284.5  4772.6  2609.4   771.5   695.9     0.0
            V     115.0   182.7   239.6   296.4   335.7   337.2   350.6
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   134.8   187.5   241.4   296.4   335.7   337.2   350.6
            M    6714.2  6001.3  4628.6  2609.4   784.4   708.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               48.8             48.8
Deck+Haunch            50.3             50.3
Diaphragm               0.2              0.2
DL-Prec.(DC)           10.2             10.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           61.2             61.2
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    88.9    98.5   334.2   614.6   814.8   935.0   975.0
(Max)       V      39.0    37.2    37.0    31.6    23.7    15.8     7.9     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    18.6    20.7    70.1   128.9   170.9   196.1   204.5
DC(Max)     V       8.2     7.8     7.8     6.6     5.0     3.3     1.7     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    91.7   101.7   344.9   634.1   840.7   964.7  1006.0
Haunch (Max)V      40.2    38.4    38.2    32.6    24.5    16.3     8.2     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     1.2     2.5     3.7     5.0     6.2
(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    33.7    37.4   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     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    18.6    20.6    70.0   128.7   170.6   195.8   204.1
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     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   213.2   236.2   787.7  1403.7  1830.0  2050.0  2035.2
            V     119.9   116.3   115.9   105.2    90.6    69.1    54.4    25.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   119.9   116.3   115.9   105.2    90.6    75.9    61.3    46.6
            M       0.0   213.2   236.2   787.7  1403.7  1784.7  1930.8  1841.9
Total     : M+      0.0   465.0   515.4  1735.0  3145.6  4139.9  4701.3  4801.0
            V     230.4   221.6   220.7   194.8   157.8   113.9    76.9    25.5
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   230.4   221.6   220.7   194.8   157.8   120.8    83.7    46.7
            M       0.0   465.0   515.4  1735.0  3145.6  4094.7  4582.1  4607.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.41   97.67  100.00
Self wt.  : M     935.0   814.8   614.6   334.2    98.5    88.9     0.0
(Max)       V       7.9    15.8    23.7    31.6    37.0    37.2    39.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     196.1   170.9   128.9    70.1    20.7    18.6     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.8     7.8     8.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     964.7   840.7   634.1   344.9   101.7    91.7     0.0
Haunch (Max)V       8.2    16.3    24.5    32.6    38.2    38.4    40.2
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       5.0     3.7     2.5     1.2     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     354.8   309.2   233.2   126.8    37.4    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     195.8   170.6   128.7    70.0    20.6    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
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+   2050.0  1830.0  1403.7   787.7   236.2   213.2     0.0
            V      54.4    69.1    90.6   105.2   115.9   116.3   119.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.3    75.9    90.6   105.2   115.9   116.3   119.9
            M    1930.8  1784.7  1403.7   787.7   236.2   213.2     0.0
Total     : M+   4701.3  4139.9  3145.6  1735.0   515.4   465.0     0.0
            V      76.9   113.9   157.8   194.8   220.7   221.6   230.4
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    83.7   120.8   157.8   194.8   220.7   221.6   230.4
            M    4582.1  4094.7  3145.6  1735.0   515.4   465.0     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.141   0.442   0.782   1.023   1.164   1.212 
Bottom        -0.113  -0.352  -0.622  -0.809  -0.916  -0.954 
 
Prestress
Precast-top   -0.306  -0.436  -0.620  -0.802  -0.981  -0.981 
Bottom         3.190   3.289   3.428   3.563   3.695   3.695 
 
Total
Precast-top   -0.164   0.005   0.162   0.221   0.183   0.231 
Bottom         3.077   2.937   2.806   2.754   2.779   2.740 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.81 %)
             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    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.054  -0.269  -0.274  -0.385  -0.547  -0.707  -0.865  -0.865
Bottom         0.651   2.813   2.816   2.901   3.023   3.142   3.259   3.259
 
Self wt.
Precast-top   -0.000   0.109   0.121   0.409   0.750   0.991   1.132   1.181
Bottom        -0.000  -0.087  -0.097  -0.327  -0.596  -0.784  -0.891  -0.929
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.025   0.086   0.157   0.208   0.237   0.248
Bottom        -0.000  -0.018  -0.020  -0.069  -0.125  -0.164  -0.187  -0.195
 
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   0.005   0.006   0.008
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.004  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.113   0.125   0.422   0.774   1.022   1.168   1.218
Bottom        -0.000  -0.090  -0.100  -0.337  -0.615  -0.809  -0.920  -0.959
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.012   0.041   0.074   0.098   0.112   0.117
Precast-top   -0.000   0.008   0.009   0.031   0.057   0.075   0.086   0.090
Bottom        -0.000  -0.023  -0.025  -0.085  -0.155  -0.204  -0.233  -0.243
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.022   0.041   0.054   0.062   0.065
Precast-top   -0.000   0.005   0.005   0.017   0.031   0.042   0.048   0.050
Bottom        -0.000  -0.012  -0.014  -0.047  -0.085  -0.113  -0.129  -0.134
 
LL+I(+)
Topping-top   -0.000   0.069   0.076   0.257   0.466   0.609   0.692   0.715
Precast-top   -0.000   0.053   0.058   0.197   0.358   0.467   0.532   0.549
Bottom        -0.000  -0.144  -0.160  -0.537  -0.972  -1.266  -1.436  -1.483
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.086   0.095   0.320   0.582   0.761   0.866   0.897 
Precast-top   -0.054   0.041   0.070   0.780   1.584   2.103   2.344   2.478 
Bottom         0.651   2.438   2.400   1.499   0.472  -0.201  -0.542  -0.691 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.019   0.063   0.115   0.152   0.174   0.182 
Precast-top   -0.054  -0.012   0.012   0.583   1.226   1.635   1.813   1.929 
Bottom         0.651   2.582   2.560   2.036   1.444   1.065   0.894   0.792 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.141   0.442   0.782   1.023   1.164   1.212 
Bottom        -0.113  -0.352  -0.622  -0.809  -0.916  -0.954 
 
Prestress
Precast-top   -0.306  -0.436  -0.620  -0.802  -0.981  -0.981 
Bottom         3.190   3.289   3.428   3.563   3.695   3.695 
 
Total
Precast-top   -0.164   0.005   0.162   0.221   0.183   0.231 
Bottom         3.077   2.937   2.806   2.754   2.779   2.740 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.81 %)
             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    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.054  -0.269  -0.274  -0.385  -0.547  -0.707  -0.865  -0.865
Bottom         0.651   2.813   2.816   2.901   3.023   3.142   3.259   3.259
 
Self wt.
Precast-top   -0.000   0.109   0.121   0.409   0.750   0.991   1.132   1.181
Bottom        -0.000  -0.087  -0.097  -0.327  -0.596  -0.784  -0.891  -0.929
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.025   0.086   0.157   0.208   0.237   0.248
Bottom        -0.000  -0.018  -0.020  -0.069  -0.125  -0.164  -0.187  -0.195
 
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   0.005   0.006   0.008
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.004  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.113   0.125   0.422   0.774   1.022   1.168   1.218
Bottom        -0.000  -0.090  -0.100  -0.337  -0.615  -0.809  -0.920  -0.959
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.012   0.041   0.074   0.098   0.112   0.117
Precast-top   -0.000   0.008   0.009   0.031   0.057   0.075   0.086   0.090
Bottom        -0.000  -0.023  -0.025  -0.085  -0.155  -0.204  -0.233  -0.243
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.022   0.041   0.054   0.062   0.065
Precast-top   -0.000   0.005   0.005   0.017   0.031   0.042   0.048   0.050
Bottom        -0.000  -0.012  -0.014  -0.047  -0.085  -0.113  -0.129  -0.134
 
LL+I(+)
Topping-top   -0.000   0.055   0.061   0.206   0.373   0.487   0.554   0.572
Precast-top   -0.000   0.042   0.047   0.158   0.286   0.374   0.425   0.439
Bottom        -0.000  -0.115  -0.128  -0.429  -0.778  -1.013  -1.149  -1.187
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.072   0.080   0.268   0.488   0.639   0.728   0.754 
Precast-top   -0.054   0.030   0.059   0.740   1.512   2.009   2.238   2.368 
Bottom         0.651   2.467   2.432   1.606   0.666   0.052  -0.255  -0.394 
 

 
 
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    9.47   19.60   29.73   39.87   50.00
F_LL+I(+)
Topping-top   -0.000   0.068   0.076   0.252   0.447   0.581   0.649   0.644
Precast-top   -0.000   0.052   0.058   0.193   0.343   0.446   0.499   0.495
Bottom        -0.000  -0.143  -0.158  -0.526  -0.932  -1.209  -1.347  -1.337
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.077   0.085   0.283   0.505   0.657   0.736   0.735 
Precast-top   -0.027   0.046   0.064   0.484   0.956   1.264   1.405   1.459 
Bottom         0.325   1.148   1.122   0.492  -0.210  -0.676  -0.900  -0.941 
 

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
    350.6    6.5   58.7    0.827   3.1   6.00e-3 50.0    358.7     1.466    3.017      0.00
      0.0    0.8   58.3     42.0 0.146      27.7 0.87    12.00     0.109    1.711 
Transfer:   3.00
    337.2    6.5   58.7    3.720  14.1  -0.02e-3 28.9    210.1     0.408    1.760      0.00
    708.0    3.4   57.0    189.0 0.139     150.5 4.86    12.00     0.109    1.768 
Critical:   5.40
    323.4    6.5   58.7    4.250  14.1  -0.05e-3 28.8    191.3     0.371    1.760      0.00
   1356.4    3.9   56.8    189.0 0.134     153.9 4.99    12.00     0.109    1.836 
0.1L    :  10.13
    296.4    6.5   58.7    5.285  14.1  -0.04e-3 28.8    163.4     0.320    0.827      0.00
   2609.4    4.8   56.3    189.0 0.123     151.8 4.96    24.00     0.109    1.787 
0.2L    :  20.27
    241.4    6.5   55.7    6.510  14.1   0.23e-3 29.8    135.5     0.292    0.496      0.00
   4628.6    5.1   53.1    189.0 0.105     118.6 4.10    24.00     0.109    1.353 
0.3L    :  30.40
    187.5    6.5   57.2    6.510  14.1   1.40e-3 33.9    124.7     0.307    0.413      0.00
   6001.3    5.1   54.7    189.0 0.078      69.5 2.34    24.00     0.109    1.208 
0.4L    :  40.53
    134.8    6.5   58.8    6.510   0.0   1.82e-3 35.4     87.8     0.222    0.413      0.00
   6714.2    5.1   56.2    189.0 0.059      62.0 2.03    24.00     0.109    1.506 
0.5L    :  50.67
     83.3    6.5   58.8    6.510   0.0   1.64e-3 34.7     26.7     0.109    0.413      0.00
   6794.5    5.1   56.2    189.0 0.036      65.9 2.16    24.00     0.109    2.523 
0.6L    :  60.80
    134.8    6.5   58.8    6.510   0.0   1.82e-3 35.4     87.8     0.222    0.413      0.00
   6714.2    5.1   56.2    189.0 0.059      62.0 2.03    24.00     0.109    1.506 
0.7L    :  70.93
    187.5    6.5   57.2    6.510  14.1   1.40e-3 33.9    124.7     0.307    0.413      0.00
   6001.3    5.1   54.7    189.0 0.078      69.5 2.34    24.00     0.109    1.208 
0.8L    :  81.07
    241.4    6.5   55.7    6.510  14.1   0.23e-3 29.8    135.5     0.292    0.496      0.00
   4628.6    5.1   53.1    189.0 0.105     118.6 4.10    24.00     0.109    1.353 
0.9L    :  91.20
    296.4    6.5   58.7    5.285  14.1  -0.04e-3 28.8    163.4     0.320    0.827      0.00
   2609.4    4.8   56.3    189.0 0.123     151.8 4.96    24.00     0.109    1.787 
Critical:  95.94
    323.4    6.5   58.7    4.250  14.1  -0.05e-3 28.8    191.3     0.371    1.760      0.00
   1356.4    3.9   56.8    189.0 0.134     153.9 4.99    12.00     0.109    1.836 
Transfer:  98.33
    337.2    6.5   58.7    3.720  14.1  -0.02e-3 28.9    210.1     0.408    1.760      0.00
    708.0    3.4   57.0    189.0 0.139     150.5 4.86    12.00     0.109    1.768 
Bearing : 100.67
    350.6    6.5   58.7    0.827   3.1   6.00e-3 50.0    358.7     1.466    3.017      0.00
      0.0    0.8   58.3     42.0 0.146      27.7 0.87    12.00     0.109    1.711 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1276.09
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.55
 
 
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
    350.6      6.68     58.71    0.77       58.32    24.00      0.300      1.476      0.000      3.017 
Transfer:      2.33
    337.2      6.57     58.71    3.42       57.00    24.00      0.300      1.441      0.000      1.760 
Critical:      4.73
    323.5      6.33     58.71    3.90       56.76    24.00      0.300      1.361      0.000      1.760 
0.1L    :      9.47
    296.4      5.85     58.71    4.82       56.30    24.00      0.300      1.200      0.000      0.827 
0.2L    :     19.60
    241.4      5.05     55.72    5.14       53.15    24.00      0.300      0.932      0.000      0.496 
0.3L    :     29.73
    187.5      3.81     57.25    5.15       54.68    24.00      0.300      0.520      0.000      0.413 
0.4L    :     39.87
    134.8      2.67     58.78    5.15       56.21    24.00      0.300      0.139      0.000      0.413 
0.5L    :     50.00
     83.3      1.65     58.78    5.15       56.21    24.00      0.300      0.000      0.000      0.413 
0.6L    :     60.13
    134.8      2.67     58.78    5.15       56.21    24.00      0.300      0.139      0.000      0.413 
0.7L    :     70.27
    187.5      3.81     57.25    5.15       54.68    24.00      0.300      0.520      0.000      0.413 
0.8L    :     80.40
    241.4      5.05     55.72    5.14       53.15    24.00      0.300      0.932      0.000      0.496 
0.9L    :     90.53
    296.4      5.85     58.71    4.82       56.30    24.00      0.300      1.200      0.000      0.827 
Critical:     95.27
    323.5      6.33     58.71    3.90       56.76    24.00      0.300      1.361      0.000      1.760 
Transfer:     97.67
    337.2      6.57     58.71    3.42       57.00    24.00      0.300      1.441      0.000      1.760 
Bearing :    100.00
    350.6      6.68     58.71    0.77       58.32    24.00      0.300      1.476      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 = 9.47 ft
Prestress      :       1.084  1.80      1.952  2.20      2.386
Self Wt.       :      -0.405  1.85     -0.749  2.40     -0.972
Deck + Haunch  :                       -0.357  2.30     -0.822
DL-Prec. (DC)  :                       -0.073  3.00     -0.218
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.054  3.00     -0.163
DL-Comp. (DW)  :                       -0.030  3.00     -0.090
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 19.60 ft
Prestress      :       1.946  1.80      3.503  2.20      4.282
Self Wt.       :      -0.762  1.85     -1.409  2.40     -1.829
Deck + Haunch  :                       -0.696  2.30     -1.602
DL-Prec. (DC)  :                       -0.142  3.00     -0.425
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.106  3.00     -0.319
DL-Comp. (DW)  :                       -0.059  3.00     -0.176
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 29.73 ft
Prestress      :       2.567  1.80      4.621  2.20      5.648
Self Wt.       :      -1.037  1.85     -1.918  2.40     -2.489
Deck + Haunch  :                       -0.959  2.30     -2.205
DL-Prec. (DC)  :                       -0.195  3.00     -0.584
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.146  3.00     -0.439
DL-Comp. (DW)  :                       -0.081  3.00     -0.242
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 39.87 ft
Prestress      :       2.933  1.80      5.279  2.20      6.453
Self Wt.       :      -1.207  1.85     -2.233  2.40     -2.896
Deck + Haunch  :                       -1.121  2.30     -2.578
DL-Prec. (DC)  :                       -0.228  3.00     -0.683
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.172  3.00     -0.515
DL-Comp. (DW)  :                       -0.095  3.00     -0.284
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 50.00 ft
Prestress      :       3.064  1.80      5.516  2.20      6.741
Self Wt.       :      -1.267  1.85     -2.344  2.40     -3.041
Deck + Haunch  :                       -1.179  2.30     -2.711
DL-Prec. (DC)  :                       -0.240  3.00     -0.719
Diaphragm      :                       -0.006  3.00     -0.018
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.180  3.00     -0.541
DL-Comp. (DW)  :                       -0.099  3.00     -0.298
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 60.13 ft
Prestress      :       2.933  1.80      5.279  2.20      6.453
Self Wt.       :      -1.207  1.85     -2.233  2.40     -2.896
Deck + Haunch  :                       -1.121  2.30     -2.578
DL-Prec. (DC)  :                       -0.228  3.00     -0.683
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.172  3.00     -0.515
DL-Comp. (DW)  :                       -0.095  3.00     -0.284
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 70.27 ft
Prestress      :       2.567  1.80      4.621  2.20      5.648
Self Wt.       :      -1.037  1.85     -1.918  2.40     -2.489
Deck + Haunch  :                       -0.959  2.30     -2.205
DL-Prec. (DC)  :                       -0.195  3.00     -0.584
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.146  3.00     -0.439
DL-Comp. (DW)  :                       -0.081  3.00     -0.242
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 80.40 ft
Prestress      :       1.946  1.80      3.503  2.20      4.282
Self Wt.       :      -0.762  1.85     -1.409  2.40     -1.829
Deck + Haunch  :                       -0.696  2.30     -1.602
DL-Prec. (DC)  :                       -0.142  3.00     -0.425
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.106  3.00     -0.319
DL-Comp. (DW)  :                       -0.059  3.00     -0.176
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 90.53 ft
Prestress      :       1.084  1.80      1.952  2.20      2.386
Self Wt.       :      -0.405  1.85     -0.749  2.40     -0.972
Deck + Haunch  :                       -0.357  2.30     -0.822
DL-Prec. (DC)  :                       -0.073  3.00     -0.218
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.054  3.00     -0.163
DL-Comp. (DW)  :                       -0.030  3.00     -0.090
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
   695.9    53.1  4.292  264.3    4.0   3.42   4857.8  0.042T 1.00       -       -     -     -  
H/2     :   2.59
   771.5    53.1  4.358  264.2    4.1   3.47   4932.2  0.041T 1.00       -       -     -     -  
0.1L    :   9.47
  2609.4    54.2  6.098  262.1    5.7   4.82   6895.3  0.029T 1.00       -       -     -     -  
0.2L    :  19.60
  4772.6    55.7  6.510  261.8    6.0   5.14   7548.0  0.027T 1.00   5902.4  5902.4    1.28    -  
0.3L    :  29.73
  6284.5    57.2  6.510  262.0    6.1   5.15   7771.8  0.027T 1.00   5936.2  5936.2    1.31    -  
0.4L    :  39.87
  7188.1    58.8  6.510  262.2    6.1   5.15   7995.6  0.027T 1.00   6054.6  6054.6    1.32    -  
0.5L    :  50.00
  7458.9    58.8  6.510  262.2    6.1   5.15   7995.6  0.027T 1.00   6013.6  6013.6    1.33    -  
0.6L    :  60.13
  7188.1    58.8  6.510  262.2    6.1   5.15   7995.6  0.027T 1.00   6054.6  6054.6    1.32    -  
0.7L    :  70.27
  6284.5    57.2  6.510  262.0    6.1   5.15   7771.8  0.027T 1.00   5936.2  5936.2    1.31    -  
0.8L    :  80.40
  4772.6    55.7  6.510  261.8    6.0   5.14   7548.0  0.027T 1.00   5902.4  5902.4    1.28    -  
0.9L    :  90.53
  2609.4    54.2  6.098  262.1    5.7   4.82   6895.3  0.029T 1.00       -       -     -     -  
H/2     :  97.41
   771.5    53.1  4.358  264.2    4.1   3.47   4932.2  0.041T 1.00       -       -     -     -  
Transfer:  97.67
   695.9    53.1  4.292  264.3    4.0   3.42   4857.8  0.042T 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 1-15; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.059
        M   2.00 Fb     0.149
 
  2   2 E  50.00 Ft     0.364
        M   4.00 Fb     0.101
 
  3   2 E  48.00 Ft     0.653
        M   2.00 Fb     0.066
 
  4   2 E   6.00 Ft     0.605
        M   6.00 Fb     0.301
 
  5   2 E   6.00 Ft     0.557
        M   6.00 Fb     0.536
 
  6   2 E   6.00 Ft     0.509
        M   6.00 Fb     0.770
 
  7   2 E   4.00 Ft     0.444
        M   4.00 Fb     1.019
 
  8   2 E   4.00 Ft     0.379
        M   4.00 Fb     1.267
 
  9   2 E   4.00 Ft     0.314
        M   4.00 Fb     1.516
 
 10   2 E   4.00 Ft     0.249
        M   4.00 Fb     1.764
 
 11   2 E   2.00 Ft     0.166
        M   2.00 Fb     2.027
 
 12   2 E   2.00 Ft     0.084
        M   2.00 Fb     2.289
 
 13   2 E   2.00 Ft     0.001
        M   2.00 Fb     2.552
 
 14   2 E   2.00 Ft    -0.082
        M   2.00 Fb     2.814
 
 15   2 E   2.00 Ft    -0.164
        M   2.00 Fb     3.076
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 101.33            Release Length, ft: 101.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  30
No. of strands, Draped:   4           No. of strands, Straight:  26
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  7.04 %               Final losses: 12.00 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.077     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.164       Trans
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7995.60     7458.85     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   0.897     Midspan    1.800   0.182     Midspan
    Pre.Top:   4.200   2.478     Midspan    3.150   1.929     Midspan
    Pre.Bot:   4.200   2.438    Transfer    3.150   2.582    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503  -0.054     Bearing
    Pre.Bot:  -0.503  -0.394     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.459     Midspan
    Pre.Bot:                                                             2.800   1.148    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.064  1.80      5.516  2.20      6.741
Self Wt.       :      -1.267  1.85     -2.344  2.40     -3.041
Deck + Haunch  :                       -1.179  2.30     -2.711
DL-Prec. (DC)  :                       -0.240  3.00     -0.719
Diaphragm      :                       -0.006  3.00     -0.018
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.180  3.00     -0.541
DL-Comp. (DW)  :                       -0.099  3.00     -0.298
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  100.00
     DC  Line       0.087      0.00       0.087  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.333 ft
Release length = 101.333 ft
Design  length = 100.000 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)  : 0.743   (Calculated)    
Live Moment (1  lane  loaded)  : 0.512   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.156   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.924   (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           1478.1 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           708157 in4#
Ht. of c.g.           =        24.64 in             41.25 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 = 0.8314

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     9.47    19.60    29.73    39.87    50.00
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    755.8    780.3    780.3    780.3    780.3    780.3    780.3    780.3
  Yb      ,  in    24.50    24.01    24.01    23.97    23.91    23.85    23.78    23.78
  MI(Ixx) , in4   287451   293124   293161   294171   295780   297532   299425   299425
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1484.7   1507.8   1507.8   1507.8   1507.8   1507.8   1507.8   1507.8
  Yb      ,  in    41.10    40.61    40.61    40.59    40.56    40.53    40.50    40.50
  MI(Ixx) , in4   714767   738104   738177   740152   743177   746339   749638   749638

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 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           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  30 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 40.53 ft from member end )
END PATTERN (Ycg = 9.60 in):
    12 @  2.000 in     8 @  4.000 in     6 @  6.000 in     2 @ 48.000 in
     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.47 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  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     =    6.51 in2      Initial Pull          =     1276.1 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.834 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.793 ft
Holddown Force        =  16.020 kips     Beam Shrtng (PL/AE)   =      0.408 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)       
--------------------------------------------------------------------------------------
      3041.446         740 2250.670     19.516 79040.141  1148.844     641.412        
 
 
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     10.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1670     15.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.1670     25.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      25.1670     76.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      76.1663     86.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      86.1663     91.1663    Yes
      2      US#5[M16]       60.00        0.62       9.00      91.1663     95.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      95.6663     99.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00      99.1663     99.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50      99.5833    100.7500    Yes
      2      US#6[M19]       60.00        0.88       2.75     100.7500    101.2083    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 101.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.5100 in2       Ycg =  3.47 in
         P_init    =     1276.1 kips  Ecc = 21.17 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    13.80 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.361 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.91 ksi    0.00 ksi
    due to Composite Loads                                 -1.89 ksi    0.00 ksi
    due to Live Loads                                      -5.52 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.17 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 13.80 ksi  ( 7.04 %)             9.82 ksi ( 5.01 %)
Total Prestress Losses                                    23.61 ksi (12.05 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.4 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    88.9    98.5   334.2   614.6   814.8   935.0   975.0
(Max)       V      39.0    37.2    37.0    31.6    23.7    15.8     7.9     0.0
DL-Prec.  : M       0.0    13.9    15.4    52.3    96.2   127.6   146.4   152.6
DC(Max)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.1   115.4   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.3    37.0    27.8    18.5     9.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    33.7    37.4   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    20.6    70.0   128.7   170.6   195.8   204.1
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   199.8   221.5   747.2  1360.2  1780.3  2030.0  2096.6
            V     137.3   132.9   132.4   119.2   100.7    82.1    56.4    11.3
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   137.3   132.9   132.4   119.2   101.9    85.3    69.4    54.2
            M       0.0   206.2   228.3   747.2  1283.8  1629.9  1778.5  1744.0
Total     : M+      0.0   459.6   509.5  1724.5  3157.8  4164.5  4767.2  4953.1
            V     251.3   241.6   240.5   211.7   170.1   128.5    79.7    11.6
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   251.3   241.6   240.5   211.7   171.3   131.6    92.7    54.5
            M       0.0   466.0   516.4  1724.5  3081.4  4014.2  4515.7  4600.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.41   97.67  100.00
Self wt.  : M     935.0   814.8   614.6   334.2    98.5    88.9     0.0
(Max)       V       7.9    15.8    23.7    31.6    37.0    37.2    39.0
DL-Prec.  : M     146.4   127.6    96.2    52.3    15.4    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1095.3   954.6   720.0   391.6   115.4   104.1     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.3    43.6    45.7
Diaphragm : M      10.0     7.4     4.9     2.4     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     354.8   309.2   233.2   126.8    37.4    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    20.6    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
LL + I    : M+   2030.0  1780.3  1360.2   747.2   221.5   199.8     0.0
            V      56.4    82.1   100.7   119.2   132.4   132.9   137.3
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    69.4    85.3   101.9   119.2   132.4   132.9   137.3
            M    1778.5  1629.9  1283.8   747.2   228.3   206.2    -0.0
Total     : M+   4767.2  4164.5  3157.8  1724.5   509.5   459.6     0.0
            V      79.7   128.5   170.1   211.7   240.5   241.6   251.3
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    92.7   131.6   171.3   211.7   240.5   241.6   251.3
            M    4515.7  4014.2  3081.4  1724.5   516.4   466.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.0             39.0
Deck+Haunch            45.7             45.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           40.8             40.8
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    88.9    98.5   334.2   614.6   814.8   935.0   975.0
(Max)       V      39.0    37.2    37.0    31.6    23.7    15.8     7.9     0.0
DL-Prec.  : M       0.0    13.9    15.4    52.3    96.2   127.6   146.4   152.6
DC(Max)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.1   115.4   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.3    37.0    27.8    18.5     9.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    33.7    37.4   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    20.6    70.0   128.7   170.6   195.8   204.1
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   159.8   177.2   597.7  1088.2  1424.2  1624.0  1677.3
            V     109.9   106.3   105.9    95.4    80.5    65.7    45.1     9.1
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   109.9   106.3   105.9    95.4    81.5    68.2    55.5    43.4
            M       0.0   165.0   182.7   597.7  1027.0  1303.9  1422.8  1395.2
Total     : M+      0.0   419.7   465.2  1575.1  2885.8  3808.4  4361.2  4533.8
            V     223.9   215.0   214.0   187.9   150.0   112.1    68.5     9.3
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   223.9   215.0   214.0   187.9   150.9   114.6    78.8    43.6
            M       0.0   424.8   470.7  1575.1  2824.7  3688.2  4160.0  4251.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.41   97.67  100.00
Self wt.  : M     935.0   814.8   614.6   334.2    98.5    88.9     0.0
(Max)       V       7.9    15.8    23.7    31.6    37.0    37.2    39.0
DL-Prec.  : M     146.4   127.6    96.2    52.3    15.4    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1095.3   954.6   720.0   391.6   115.4   104.1     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.3    43.6    45.7
Diaphragm : M      10.0     7.4     4.9     2.4     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     354.8   309.2   233.2   126.8    37.4    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    20.6    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
LL + I    : M+   1624.0  1424.2  1088.2   597.7   177.2   159.8     0.0
            V      45.1    65.7    80.5    95.4   105.9   106.3   109.9
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    55.5    68.2    81.5    95.4   105.9   106.3   109.9
            M    1422.8  1303.9  1027.0   597.7   182.7   165.0    -0.0
Total     : M+   4361.2  3808.4  2885.8  1575.1   465.2   419.7     0.0
            V      68.5   112.1   150.0   187.9   214.0   215.0   223.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    78.8   114.6   150.9   187.9   214.0   215.0   223.9
            M    4160.0  3688.2  2824.7  1575.1   470.7   424.8    -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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0   111.1   123.2   417.8   768.2  1018.5  1168.7  1218.7
(Max)       V      48.8    46.5    46.2    39.5    29.6    19.8     9.9     0.0
Self wt.  : M       0.0    80.0    88.7   300.8   553.1   733.3   841.5   877.5
(Min)       V      35.1    33.5    33.3    28.5    21.3    14.2     7.1     0.0
DL-Prec.  : M       0.0    17.4    19.3    65.4   120.3   159.5   183.0   190.8
DC(Max)     V       7.6     7.3     7.2     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0    12.5    13.9    47.1    86.6   114.8   131.7   137.4
DC(Min)     V       5.5     5.2     5.2     4.5     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   130.2   144.3   489.5   900.0  1193.2  1369.2  1427.8
Haunch (Max)V      57.1    54.4    54.1    46.3    34.7    23.1    11.6     0.0
Deck +    : M       0.0    93.7   103.9   352.4   648.0   859.1   985.8  1028.0
Haunch (Min)V      41.1    39.2    39.0    33.3    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.7     0.8     3.0     6.1     9.3    12.5    15.6
(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     2.1     4.4     6.7     9.0    11.2
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    42.2    46.7   158.6   291.5   386.5   443.5   462.5
DC(Max)     V      18.5    17.6    17.5    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    30.4    33.7   114.2   209.9   278.3   319.3   333.0
DC(Min)     V      13.3    12.7    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    27.9    30.9   105.0   193.0   255.9   293.6   306.2
DW(Max)     V      12.2    11.7    11.6     9.9     7.4     5.0     2.5     0.0
DL-Comp   : M       0.0    12.1    13.4    45.5    83.6   110.9   127.2   132.7
DW(Min)     V       5.3     5.1     5.0     4.3     3.2     2.2     1.1     0.0
LL + I    : M+      0.0   349.7   387.6  1307.5  2380.4  3115.5  3552.6  3669.0
            V     240.3   232.5   231.6   208.7   176.2   143.7    98.8    19.8
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   240.3   232.5   231.6   208.7   178.3   149.2   121.4    94.9
            M       0.0   360.9   399.6  1307.5  2246.7  2852.4  3112.4  3052.1
Total     : M+      0.0   679.1   752.8  2546.7  4659.6  6138.4  7023.0  7290.8
            V     384.9   370.3   368.7   325.9   264.2   202.5   128.3    20.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   384.9   370.3   368.7   325.9   266.3   208.0   151.0    95.2
            M       0.0   690.3   764.8  2546.7  4525.8  5875.3  6582.9  6673.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.41   97.67  100.00
Self wt.  : M    1168.7  1018.5   768.2   417.8   123.2   111.1     0.0
(Max)       V       9.9    19.8    29.6    39.5    46.2    46.5    48.8
Self wt.  : M     841.5   733.3   553.1   300.8    88.7    80.0     0.0
(Min)       V       7.1    14.2    21.3    28.5    33.3    33.5    35.1
DL-Prec.  : M     183.0   159.5   120.3    65.4    19.3    17.4     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.2     7.3     7.6
DL-Prec.  : M     131.7   114.8    86.6    47.1    13.9    12.5     0.0
DC(Min)     V       1.1     2.2     3.3     4.5     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1369.2  1193.2   900.0   489.5   144.3   130.2     0.0
Haunch (Max)V      11.6    23.1    34.7    46.3    54.1    54.4    57.1
Deck +    : M     985.8   859.1   648.0   352.4   103.9    93.7     0.0
Haunch (Min)V       8.3    16.7    25.0    33.3    39.0    39.2    41.1
Diaphragm : M      12.5     9.3     6.1     3.0     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.0     6.7     4.4     2.1     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     443.5   386.5   291.5   158.6    46.7    42.2     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.5    17.6    18.5
DL-Comp   : M     319.3   278.3   209.9   114.2    33.7    30.4     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.6    12.7    13.3
DL-Comp   : M     293.6   255.9   193.0   105.0    30.9    27.9     0.0
DW(Max)     V       2.5     5.0     7.4     9.9    11.6    11.7    12.2
DL-Comp   : M     127.2   110.9    83.6    45.5    13.4    12.1     0.0
DW(Min)     V       1.1     2.2     3.2     4.3     5.0     5.1     5.3
LL + I    : M+   3552.6  3115.5  2380.4  1307.5   387.6   349.7     0.0
            V      98.8   143.7   176.2   208.7   231.6   232.5   240.3
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   121.4   149.2   178.3   208.7   231.6   232.5   240.3
            M    3112.4  2852.4  2246.7  1307.5   399.6   360.9    -0.0
Total     : M+   7023.0  6138.4  4659.6  2546.7   752.8   679.1     0.0
            V     128.3   202.5   264.2   325.9   368.7   370.3   384.9
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   151.0   208.0   266.3   325.9   368.7   370.3   384.9
            M    6582.9  5875.3  4525.8  2546.7   764.8   690.3    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               48.8             48.8
Deck+Haunch            57.1             57.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.6              7.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           61.2             61.2
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    88.9    98.5   334.2   614.6   814.8   935.0   975.0
(Max)       V      39.0    37.2    37.0    31.6    23.7    15.8     7.9     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    13.9    15.4    52.3    96.2   127.6   146.4   152.6
DC(Max)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.1   115.4   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.3    37.0    27.8    18.5     9.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.4     4.9     7.4    10.0    12.5
(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    33.7    37.4   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     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    18.6    20.6    70.0   128.7   170.6   195.8   204.1
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     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   136.5   151.3   504.4   898.9  1171.8  1312.8  1303.2
            V     109.5   106.2   105.9    96.2    82.8    63.1    49.7    23.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   109.5   106.2   105.9    96.2    82.8    69.4    56.0    42.6
            M       0.0   136.5   151.3   504.4   898.9  1142.9  1236.4  1179.5
Total     : M+      0.0   396.4   439.3  1481.8  2696.5  3556.1  4050.0  4159.8
            V     223.6   214.9   214.0   188.6   152.2   109.5    73.0    23.5
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   223.6   214.9   214.0   188.6   152.2   115.7    79.3    42.8
            M       0.0   396.4   439.3  1481.8  2696.5  3527.1  3973.6  4036.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.41   97.67  100.00
Self wt.  : M     935.0   814.8   614.6   334.2    98.5    88.9     0.0
(Max)       V       7.9    15.8    23.7    31.6    37.0    37.2    39.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     146.4   127.6    96.2    52.3    15.4    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1095.3   954.6   720.0   391.6   115.4   104.1     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.3    43.6    45.7
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      10.0     7.4     4.9     2.4     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     354.8   309.2   233.2   126.8    37.4    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     195.8   170.6   128.7    70.0    20.6    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
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+   1312.8  1171.8   898.9   504.4   151.3   136.5     0.0
            V      49.7    63.1    82.8    96.2   105.9   106.2   109.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.0    69.4    82.8    96.2   105.9   106.2   109.5
            M    1236.4  1142.9   898.9   504.4   151.3   136.5     0.0
Total     : M+   4050.0  3556.1  2696.5  1481.8   439.3   396.4     0.0
            V      73.0   109.5   152.2   188.6   214.0   214.9   223.6
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    79.3   115.7   152.2   188.6   214.0   214.9   223.6
            M    3973.6  3527.1  2696.5  1481.8   439.3   396.4     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.141   0.442   0.782   1.023   1.164   1.212 
Bottom        -0.113  -0.352  -0.622  -0.809  -0.916  -0.954 
 
Prestress
Precast-top   -0.306  -0.436  -0.620  -0.802  -0.981  -0.981 
Bottom         3.190   3.289   3.428   3.563   3.695   3.695 
 
Total
Precast-top   -0.164   0.005   0.162   0.221   0.183   0.231 
Bottom         3.077   2.937   2.806   2.754   2.779   2.740 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.81 %)
             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    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.017   0.057   0.105   0.139   0.159   0.166 
Precast-top   -0.054  -0.003   0.021   0.614   1.284   1.713   1.902   2.023 
Bottom         0.651   2.574   2.552   2.008   1.393   0.998   0.817   0.711 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.141   0.442   0.782   1.023   1.164   1.212 
Bottom        -0.113  -0.352  -0.622  -0.809  -0.916  -0.954 
 
Prestress
Precast-top   -0.306  -0.436  -0.620  -0.802  -0.981  -0.981 
Bottom         3.190   3.289   3.428   3.563   3.695   3.695 
 
Total
Precast-top   -0.164   0.005   0.162   0.221   0.183   0.231 
Bottom         3.077   2.937   2.806   2.754   2.779   2.740 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.81 %)
             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    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    9.47   19.60   29.73   39.87   50.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.048   0.053   0.176   0.314   0.410   0.460   0.460 
Precast-top   -0.027   0.028   0.044   0.417   0.837   1.110   1.234   1.293 
Bottom         0.325   1.197   1.176   0.672   0.108  -0.265  -0.442  -0.490 
 

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
    384.9    6.5   58.7    0.824   3.1   6.00e-3 50.0    396.8     1.620    3.017      0.00
      0.0    0.7   58.4     42.0 0.160      27.7 0.87    12.00     0.109    1.560 
Transfer:   3.00
    370.3    6.5   58.7    3.707  14.1   0.11e-3 29.4    259.6     0.511    1.760      0.00
    690.3    3.0   57.2    189.0 0.153     137.7 4.43    12.00     0.109    1.616 
Critical:   5.42
    355.2    6.5   58.7    4.240  14.1  -0.03e-3 28.9    228.3     0.442    1.760      0.00
   1327.9    3.4   57.0    189.0 0.147     152.2 4.91    12.00     0.109    1.679 
0.1L    :  10.13
    325.9    6.5   58.7    5.269  14.1  -0.04e-3 28.9    196.2     0.382    0.827      0.00
   2546.7    4.2   56.6    189.0 0.135     151.8 4.94    12.00     0.109    1.630 
0.2L    :  20.27
    266.3    6.5   55.7    6.510  14.1   0.20e-3 29.7    160.8     0.343    0.496      0.00
   4525.8    4.5   53.5    189.0 0.116     121.0 4.16    24.00     0.109    1.242 
0.3L    :  30.40
    208.0    6.5   57.2    6.510  14.1   1.32e-3 33.6    145.0     0.351    0.413      0.00
   5875.3    4.5   55.0    189.0 0.087      72.0 2.41    24.00     0.109    1.112 
0.4L    :  40.53
    151.0    6.5   58.8    6.510   0.0   1.72e-3 35.0    103.3     0.256    0.413      0.00
   6582.9    4.5   56.5    189.0 0.065      64.5 2.10    24.00     0.109    1.379 
0.5L    :  50.67
     95.2    6.5   58.8    6.510   0.0   1.52e-3 34.3     36.9     0.109    0.413      0.00
   6673.8    4.5   56.5    189.0 0.041      68.9 2.24    24.00     0.109    2.268 
0.6L    :  60.80
    151.0    6.5   58.8    6.510   0.0   1.72e-3 35.0    103.3     0.256    0.413      0.00
   6582.9    4.5   56.5    189.0 0.065      64.5 2.10    24.00     0.109    1.379 
0.7L    :  70.93
    208.0    6.5   57.2    6.510  14.1   1.32e-3 33.6    145.0     0.351    0.413      0.00
   5875.3    4.5   55.0    189.0 0.087      72.0 2.41    24.00     0.109    1.112 
0.8L    :  81.07
    266.3    6.5   55.7    6.510  14.1   0.20e-3 29.7    160.8     0.343    0.496      0.00
   4525.8    4.5   53.5    189.0 0.116     121.0 4.16    24.00     0.109    1.242 
0.9L    :  91.20
    325.9    6.5   58.7    5.269  14.1  -0.04e-3 28.9    196.2     0.382    0.827      0.00
   2546.7    4.2   56.6    189.0 0.135     151.8 4.94    12.00     0.109    1.630 
Critical:  95.92
    355.2    6.5   58.7    4.240  14.1  -0.03e-3 28.9    228.3     0.442    1.760      0.00
   1327.9    3.4   57.0    189.0 0.147     152.2 4.91    12.00     0.109    1.679 
Transfer:  98.33
    370.3    6.5   58.7    3.707  14.1   0.11e-3 29.4    259.6     0.511    1.760      0.00
    690.3    3.0   57.2    189.0 0.153     137.7 4.43    12.00     0.109    1.616 
Bearing : 100.67
    384.9    6.5   58.7    0.824   3.1   6.00e-3 50.0    396.8     1.620    3.017      0.00
      0.0    0.7   58.4     42.0 0.160      27.7 0.87    12.00     0.109    1.560 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1276.09
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.55
 
 
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
    384.9      7.33     58.71    0.68       58.37    24.00      0.300      1.692      0.000      3.017 
Transfer:      2.33
    370.3      7.19     58.71    3.00       57.21    24.00      0.300      1.648      0.000      1.760 
Critical:      4.75
    355.3      6.93     58.71    3.42       57.00    24.00      0.300      1.559      0.000      1.760 
0.1L    :      9.47
    325.9      6.40     58.71    4.24       56.59    24.00      0.300      1.383      0.000      0.827 
0.2L    :     19.60
    266.3      5.54     55.72    4.53       53.45    24.00      0.300      1.095      0.000      0.496 
0.3L    :     29.73
    208.0      4.20     57.25    4.54       54.98    24.00      0.300      0.651      0.000      0.413 
0.4L    :     39.87
    151.0      2.97     58.78    4.54       56.51    24.00      0.300      0.239      0.000      0.413 
0.5L    :     50.00
     95.2      1.87     58.78    4.54       56.51    24.00      0.300      0.000      0.000      0.413 
0.6L    :     60.13
    151.0      2.97     58.78    4.54       56.51    24.00      0.300      0.239      0.000      0.413 
0.7L    :     70.27
    208.0      4.20     57.25    4.54       54.98    24.00      0.300      0.651      0.000      0.413 
0.8L    :     80.40
    266.3      5.54     55.72    4.53       53.45    24.00      0.300      1.095      0.000      0.496 
0.9L    :     90.53
    325.9      6.40     58.71    4.24       56.59    24.00      0.300      1.383      0.000      0.827 
Critical:     95.25
    355.3      6.93     58.71    3.42       57.00    24.00      0.300      1.559      0.000      1.760 
Transfer:     97.67
    370.3      7.19     58.71    3.00       57.21    24.00      0.300      1.648      0.000      1.760 
Bearing :    100.00
    384.9      7.33     58.71    0.68       58.37    24.00      0.300      1.692      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 = 9.47 ft
Prestress      :       1.084  1.80      1.952  2.20      2.386
Self Wt.       :      -0.405  1.85     -0.749  2.40     -0.972
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          :       0.680            1.203            1.414
 
At 0.2 x L = 19.60 ft
Prestress      :       1.946  1.80      3.503  2.20      4.282
Self Wt.       :      -0.762  1.85     -1.409  2.40     -1.829
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          :       1.184            2.094            2.453
 
At 0.3 x L = 29.73 ft
Prestress      :       2.567  1.80      4.621  2.20      5.648
Self Wt.       :      -1.037  1.85     -1.918  2.40     -2.489
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          :       1.530            2.703            3.159
 
At 0.4 x L = 39.87 ft
Prestress      :       2.933  1.80      5.279  2.20      6.453
Self Wt.       :      -1.207  1.85     -2.233  2.40     -2.896
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          :       1.726            3.047            3.556
 
At 0.5 x L = 50.00 ft
Prestress      :       3.064  1.80      5.516  2.20      6.741
Self Wt.       :      -1.267  1.85     -2.344  2.40     -3.041
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          :       1.797            3.171            3.700
 
At 0.6 x L = 60.13 ft
Prestress      :       2.933  1.80      5.279  2.20      6.453
Self Wt.       :      -1.207  1.85     -2.233  2.40     -2.896
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          :       1.726            3.047            3.556
 
At 0.7 x L = 70.27 ft
Prestress      :       2.567  1.80      4.621  2.20      5.648
Self Wt.       :      -1.037  1.85     -1.918  2.40     -2.489
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          :       1.530            2.703            3.159
 
At 0.8 x L = 80.40 ft
Prestress      :       1.946  1.80      3.503  2.20      4.282
Self Wt.       :      -0.762  1.85     -1.409  2.40     -1.829
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          :       1.184            2.094            2.453
 
At 0.9 x L = 90.53 ft
Prestress      :       1.084  1.80      1.952  2.20      2.386
Self Wt.       :      -0.405  1.85     -0.749  2.40     -0.972
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          :       0.679            1.203            1.414
 

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
   679.1    53.1  4.277  265.0    3.5   3.00   4873.4  0.048T 1.00       -       -     -     -  
H/2     :   2.59
   752.8    53.1  4.343  264.9    3.6   3.05   4948.6  0.047T 1.00       -       -     -     -  
0.1L    :   9.47
  2546.7    54.2  6.080  263.0    5.0   4.24   6939.0  0.033T 1.00       -       -     -     -  
0.2L    :  19.60
  4659.6    55.7  6.510  262.8    5.3   4.53   7619.3  0.031T 1.00    860.7   860.7    8.85    -  
0.3L    :  29.73
  6138.4    57.2  6.510  263.0    5.3   4.54   7843.3  0.031T 1.00    652.9   652.9   12.01    -  
0.4L    :  39.87
  7023.0    58.8  6.510  263.1    5.3   4.54   8067.3  0.031T 1.00    538.9   538.9   14.97    -  
0.5L    :  50.00
  7290.8    58.8  6.510  263.1    5.3   4.54   8067.3  0.031T 1.00    493.9   493.9   16.34    -  
0.6L    :  60.13
  7023.0    58.8  6.510  263.1    5.3   4.54   8067.3  0.031T 1.00    538.9   538.9   14.97    -  
0.7L    :  70.27
  6138.4    57.2  6.510  263.0    5.3   4.54   7843.3  0.031T 1.00    652.9   652.9   12.01    -  
0.8L    :  80.40
  4659.6    55.7  6.510  262.8    5.3   4.53   7619.3  0.031T 1.00    860.7   860.7    8.85    -  
0.9L    :  90.53
  2546.7    54.2  6.080  263.0    5.0   4.24   6939.0  0.033T 1.00       -       -     -     -  
H/2     :  97.41
   752.8    53.1  4.343  264.9    3.6   3.05   4948.6  0.047T 1.00       -       -     -     -  
Transfer:  97.67
   679.1    53.1  4.277  265.0    3.5   3.00   4873.4  0.048T 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 1-15; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.059
        M   2.00 Fb     0.149
 
  2   2 E  50.00 Ft     0.364
        M   4.00 Fb     0.101
 
  3   2 E  48.00 Ft     0.653
        M   2.00 Fb     0.066
 
  4   2 E   6.00 Ft     0.605
        M   6.00 Fb     0.301
 
  5   2 E   6.00 Ft     0.557
        M   6.00 Fb     0.536
 
  6   2 E   6.00 Ft     0.509
        M   6.00 Fb     0.770
 
  7   2 E   4.00 Ft     0.444
        M   4.00 Fb     1.019
 
  8   2 E   4.00 Ft     0.379
        M   4.00 Fb     1.267
 
  9   2 E   4.00 Ft     0.314
        M   4.00 Fb     1.516
 
 10   2 E   4.00 Ft     0.249
        M   4.00 Fb     1.764
 
 11   2 E   2.00 Ft     0.166
        M   2.00 Fb     2.027
 
 12   2 E   2.00 Ft     0.084
        M   2.00 Fb     2.289
 
 13   2 E   2.00 Ft     0.001
        M   2.00 Fb     2.552
 
 14   2 E   2.00 Ft    -0.082
        M   2.00 Fb     2.814
 
 15   2 E   2.00 Ft    -0.164
        M   2.00 Fb     3.076
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 101.33            Release Length, ft: 101.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  30
No. of strands, Draped:   4           No. of strands, Straight:  26
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  7.04 %               Final losses: 12.05 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.077     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.164       Trans
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  8067.32     7290.77     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   0.166     Midspan
    Pre.Top:   4.200  -0.000     Bearing    3.150   2.023     Midspan
    Pre.Bot:   4.200  -0.000     Bearing    3.150   2.574    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503  -0.000     Bearing
    Pre.Bot:  -0.503  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.293     Midspan
    Pre.Bot:                                                             2.800   1.197    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.064  1.80      5.516  2.20      6.741
Self Wt.       :      -1.267  1.85     -2.344  2.40     -3.041
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          :       1.797            3.171            3.700
 
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  100.00
     DC  Line       0.087      0.00       0.087  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.333 ft
Release length = 101.333 ft
Design  length = 100.000 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)  : 0.743   (Calculated)    
Live Moment (1  lane  loaded)  : 0.512   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.156   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.924   (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           1478.1 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           708157 in4#
Ht. of c.g.           =        24.64 in             41.25 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 = 0.8314

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     9.47    19.60    29.73    39.87    50.00
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    755.8    780.3    780.3    780.3    780.3    780.3    780.3    780.3
  Yb      ,  in    24.50    24.01    24.01    23.97    23.91    23.85    23.78    23.78
  MI(Ixx) , in4   287451   293124   293161   294171   295780   297532   299425   299425
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1484.7   1507.8   1507.8   1507.8   1507.8   1507.8   1507.8   1507.8
  Yb      ,  in    41.10    40.61    40.61    40.59    40.56    40.53    40.50    40.50
  MI(Ixx) , in4   714767   738104   738177   740152   743177   746339   749638   749638

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 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           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  30 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 40.53 ft from member end )
END PATTERN (Ycg = 9.60 in):
    12 @  2.000 in     8 @  4.000 in     6 @  6.000 in     2 @ 48.000 in
     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.47 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  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     =    6.51 in2      Initial Pull          =     1276.1 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.834 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.793 ft
Holddown Force        =  16.020 kips     Beam Shrtng (PL/AE)   =      0.408 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)       
--------------------------------------------------------------------------------------
      3041.446         740 2250.670     19.516 79040.141  1148.844     641.412        
 
 
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     10.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1670     15.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.1670     25.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      25.1670     76.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      76.1663     86.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      86.1663     91.1663    Yes
      2      US#5[M16]       60.00        0.62       9.00      91.1663     95.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      95.6663     99.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00      99.1663     99.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50      99.5833    100.7500    Yes
      2      US#6[M19]       60.00        0.88       2.75     100.7500    101.2083    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 101.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.5100 in2       Ycg =  3.47 in
         P_init    =     1276.1 kips  Ecc = 21.17 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    13.80 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.361 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.91 ksi    0.00 ksi
    due to Composite Loads                                 -1.89 ksi    0.00 ksi
    due to Live Loads                                      -5.52 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.17 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 13.80 ksi  ( 7.04 %)             9.82 ksi ( 5.01 %)
Total Prestress Losses                                    23.61 ksi (12.05 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.4 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    88.9    98.5   334.2   614.6   814.8   935.0   975.0
(Max)       V      39.0    37.2    37.0    31.6    23.7    15.8     7.9     0.0
DL-Prec.  : M       0.0    13.9    15.4    52.3    96.2   127.6   146.4   152.6
DC(Max)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.1   115.4   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.3    37.0    27.8    18.5     9.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    33.7    37.4   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    20.6    70.0   128.7   170.6   195.8   204.1
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   199.8   221.5   747.2  1360.2  1780.3  2030.0  2096.6
            V     137.3   132.9   132.4   119.2   100.7    82.1    56.4    11.3
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   137.3   132.9   132.4   119.2   101.9    85.3    69.4    54.2
            M       0.0   206.2   228.3   747.2  1283.8  1629.9  1778.5  1744.0
Total     : M+      0.0   459.6   509.5  1724.5  3157.8  4164.5  4767.2  4953.1
            V     251.3   241.6   240.5   211.7   170.1   128.5    79.7    11.6
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   251.3   241.6   240.5   211.7   171.3   131.6    92.7    54.5
            M       0.0   466.0   516.4  1724.5  3081.4  4014.2  4515.7  4600.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.41   97.67  100.00
Self wt.  : M     935.0   814.8   614.6   334.2    98.5    88.9     0.0
(Max)       V       7.9    15.8    23.7    31.6    37.0    37.2    39.0
DL-Prec.  : M     146.4   127.6    96.2    52.3    15.4    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1095.3   954.6   720.0   391.6   115.4   104.1     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.3    43.6    45.7
Diaphragm : M      10.0     7.4     4.9     2.4     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     354.8   309.2   233.2   126.8    37.4    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    20.6    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
LL + I    : M+   2030.0  1780.3  1360.2   747.2   221.5   199.8     0.0
            V      56.4    82.1   100.7   119.2   132.4   132.9   137.3
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    69.4    85.3   101.9   119.2   132.4   132.9   137.3
            M    1778.5  1629.9  1283.8   747.2   228.3   206.2    -0.0
Total     : M+   4767.2  4164.5  3157.8  1724.5   509.5   459.6     0.0
            V      79.7   128.5   170.1   211.7   240.5   241.6   251.3
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    92.7   131.6   171.3   211.7   240.5   241.6   251.3
            M    4515.7  4014.2  3081.4  1724.5   516.4   466.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.0             39.0
Deck+Haunch            45.7             45.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           40.8             40.8
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    88.9    98.5   334.2   614.6   814.8   935.0   975.0
(Max)       V      39.0    37.2    37.0    31.6    23.7    15.8     7.9     0.0
DL-Prec.  : M       0.0    13.9    15.4    52.3    96.2   127.6   146.4   152.6
DC(Max)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.1   115.4   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.3    37.0    27.8    18.5     9.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    33.7    37.4   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    20.6    70.0   128.7   170.6   195.8   204.1
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   159.8   177.2   597.7  1088.2  1424.2  1624.0  1677.3
            V     109.9   106.3   105.9    95.4    80.5    65.7    45.1     9.1
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   109.9   106.3   105.9    95.4    81.5    68.2    55.5    43.4
            M       0.0   165.0   182.7   597.7  1027.0  1303.9  1422.8  1395.2
Total     : M+      0.0   419.7   465.2  1575.1  2885.8  3808.4  4361.2  4533.8
            V     223.9   215.0   214.0   187.9   150.0   112.1    68.5     9.3
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   223.9   215.0   214.0   187.9   150.9   114.6    78.8    43.6
            M       0.0   424.8   470.7  1575.1  2824.7  3688.2  4160.0  4251.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.41   97.67  100.00
Self wt.  : M     935.0   814.8   614.6   334.2    98.5    88.9     0.0
(Max)       V       7.9    15.8    23.7    31.6    37.0    37.2    39.0
DL-Prec.  : M     146.4   127.6    96.2    52.3    15.4    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1095.3   954.6   720.0   391.6   115.4   104.1     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.3    43.6    45.7
Diaphragm : M      10.0     7.4     4.9     2.4     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     354.8   309.2   233.2   126.8    37.4    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    20.6    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
LL + I    : M+   1624.0  1424.2  1088.2   597.7   177.2   159.8     0.0
            V      45.1    65.7    80.5    95.4   105.9   106.3   109.9
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    55.5    68.2    81.5    95.4   105.9   106.3   109.9
            M    1422.8  1303.9  1027.0   597.7   182.7   165.0    -0.0
Total     : M+   4361.2  3808.4  2885.8  1575.1   465.2   419.7     0.0
            V      68.5   112.1   150.0   187.9   214.0   215.0   223.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    78.8   114.6   150.9   187.9   214.0   215.0   223.9
            M    4160.0  3688.2  2824.7  1575.1   470.7   424.8    -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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0   111.1   123.2   417.8   768.2  1018.5  1168.7  1218.7
(Max)       V      48.8    46.5    46.2    39.5    29.6    19.8     9.9     0.0
Self wt.  : M       0.0    80.0    88.7   300.8   553.1   733.3   841.5   877.5
(Min)       V      35.1    33.5    33.3    28.5    21.3    14.2     7.1     0.0
DL-Prec.  : M       0.0    17.4    19.3    65.4   120.3   159.5   183.0   190.8
DC(Max)     V       7.6     7.3     7.2     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0    12.5    13.9    47.1    86.6   114.8   131.7   137.4
DC(Min)     V       5.5     5.2     5.2     4.5     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   130.2   144.3   489.5   900.0  1193.2  1369.2  1427.8
Haunch (Max)V      57.1    54.4    54.1    46.3    34.7    23.1    11.6     0.0
Deck +    : M       0.0    93.7   103.9   352.4   648.0   859.1   985.8  1028.0
Haunch (Min)V      41.1    39.2    39.0    33.3    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.7     0.8     3.0     6.1     9.3    12.5    15.6
(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     2.1     4.4     6.7     9.0    11.2
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    42.2    46.7   158.6   291.5   386.5   443.5   462.5
DC(Max)     V      18.5    17.6    17.5    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    30.4    33.7   114.2   209.9   278.3   319.3   333.0
DC(Min)     V      13.3    12.7    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    27.9    30.9   105.0   193.0   255.9   293.6   306.2
DW(Max)     V      12.2    11.7    11.6     9.9     7.4     5.0     2.5     0.0
DL-Comp   : M       0.0    12.1    13.4    45.5    83.6   110.9   127.2   132.7
DW(Min)     V       5.3     5.1     5.0     4.3     3.2     2.2     1.1     0.0
LL + I    : M+      0.0   349.7   387.6  1307.5  2380.4  3115.5  3552.6  3669.0
            V     240.3   232.5   231.6   208.7   176.2   143.7    98.8    19.8
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   240.3   232.5   231.6   208.7   178.3   149.2   121.4    94.9
            M       0.0   360.9   399.6  1307.5  2246.7  2852.4  3112.4  3052.1
Total     : M+      0.0   679.1   752.8  2546.7  4659.6  6138.4  7023.0  7290.8
            V     384.9   370.3   368.7   325.9   264.2   202.5   128.3    20.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   384.9   370.3   368.7   325.9   266.3   208.0   151.0    95.2
            M       0.0   690.3   764.8  2546.7  4525.8  5875.3  6582.9  6673.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.41   97.67  100.00
Self wt.  : M    1168.7  1018.5   768.2   417.8   123.2   111.1     0.0
(Max)       V       9.9    19.8    29.6    39.5    46.2    46.5    48.8
Self wt.  : M     841.5   733.3   553.1   300.8    88.7    80.0     0.0
(Min)       V       7.1    14.2    21.3    28.5    33.3    33.5    35.1
DL-Prec.  : M     183.0   159.5   120.3    65.4    19.3    17.4     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.2     7.3     7.6
DL-Prec.  : M     131.7   114.8    86.6    47.1    13.9    12.5     0.0
DC(Min)     V       1.1     2.2     3.3     4.5     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1369.2  1193.2   900.0   489.5   144.3   130.2     0.0
Haunch (Max)V      11.6    23.1    34.7    46.3    54.1    54.4    57.1
Deck +    : M     985.8   859.1   648.0   352.4   103.9    93.7     0.0
Haunch (Min)V       8.3    16.7    25.0    33.3    39.0    39.2    41.1
Diaphragm : M      12.5     9.3     6.1     3.0     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.0     6.7     4.4     2.1     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     443.5   386.5   291.5   158.6    46.7    42.2     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.5    17.6    18.5
DL-Comp   : M     319.3   278.3   209.9   114.2    33.7    30.4     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.6    12.7    13.3
DL-Comp   : M     293.6   255.9   193.0   105.0    30.9    27.9     0.0
DW(Max)     V       2.5     5.0     7.4     9.9    11.6    11.7    12.2
DL-Comp   : M     127.2   110.9    83.6    45.5    13.4    12.1     0.0
DW(Min)     V       1.1     2.2     3.2     4.3     5.0     5.1     5.3
LL + I    : M+   3552.6  3115.5  2380.4  1307.5   387.6   349.7     0.0
            V      98.8   143.7   176.2   208.7   231.6   232.5   240.3
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   121.4   149.2   178.3   208.7   231.6   232.5   240.3
            M    3112.4  2852.4  2246.7  1307.5   399.6   360.9    -0.0
Total     : M+   7023.0  6138.4  4659.6  2546.7   752.8   679.1     0.0
            V     128.3   202.5   264.2   325.9   368.7   370.3   384.9
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   151.0   208.0   266.3   325.9   368.7   370.3   384.9
            M    6582.9  5875.3  4525.8  2546.7   764.8   690.3    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               48.8             48.8
Deck+Haunch            57.1             57.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.6              7.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           61.2             61.2
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    88.9    98.5   334.2   614.6   814.8   935.0   975.0
(Max)       V      39.0    37.2    37.0    31.6    23.7    15.8     7.9     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    13.9    15.4    52.3    96.2   127.6   146.4   152.6
DC(Max)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.1   115.4   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.3    37.0    27.8    18.5     9.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.4     4.9     7.4    10.0    12.5
(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    33.7    37.4   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     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    18.6    20.6    70.0   128.7   170.6   195.8   204.1
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     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   136.5   151.3   504.4   898.9  1171.8  1312.8  1303.2
            V     109.5   106.2   105.9    96.2    82.8    63.1    49.7    23.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   109.5   106.2   105.9    96.2    82.8    69.4    56.0    42.6
            M       0.0   136.5   151.3   504.4   898.9  1142.9  1236.4  1179.5
Total     : M+      0.0   396.4   439.3  1481.8  2696.5  3556.1  4050.0  4159.8
            V     223.6   214.9   214.0   188.6   152.2   109.5    73.0    23.5
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   223.6   214.9   214.0   188.6   152.2   115.7    79.3    42.8
            M       0.0   396.4   439.3  1481.8  2696.5  3527.1  3973.6  4036.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.41   97.67  100.00
Self wt.  : M     935.0   814.8   614.6   334.2    98.5    88.9     0.0
(Max)       V       7.9    15.8    23.7    31.6    37.0    37.2    39.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     146.4   127.6    96.2    52.3    15.4    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1095.3   954.6   720.0   391.6   115.4   104.1     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.3    43.6    45.7
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      10.0     7.4     4.9     2.4     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     354.8   309.2   233.2   126.8    37.4    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     195.8   170.6   128.7    70.0    20.6    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
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+   1312.8  1171.8   898.9   504.4   151.3   136.5     0.0
            V      49.7    63.1    82.8    96.2   105.9   106.2   109.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.0    69.4    82.8    96.2   105.9   106.2   109.5
            M    1236.4  1142.9   898.9   504.4   151.3   136.5     0.0
Total     : M+   4050.0  3556.1  2696.5  1481.8   439.3   396.4     0.0
            V      73.0   109.5   152.2   188.6   214.0   214.9   223.6
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    79.3   115.7   152.2   188.6   214.0   214.9   223.6
            M    3973.6  3527.1  2696.5  1481.8   439.3   396.4     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.141   0.442   0.782   1.023   1.164   1.212 
Bottom        -0.113  -0.352  -0.622  -0.809  -0.916  -0.954 
 
Prestress
Precast-top   -0.306  -0.436  -0.620  -0.802  -0.981  -0.981 
Bottom         3.190   3.289   3.428   3.563   3.695   3.695 
 
Total
Precast-top   -0.164   0.005   0.162   0.221   0.183   0.231 
Bottom         3.077   2.937   2.806   2.754   2.779   2.740 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.81 %)
             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    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.017   0.057   0.105   0.139   0.159   0.166 
Precast-top   -0.054  -0.003   0.021   0.614   1.284   1.713   1.902   2.023 
Bottom         0.651   2.574   2.552   2.008   1.393   0.998   0.817   0.711 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.141   0.442   0.782   1.023   1.164   1.212 
Bottom        -0.113  -0.352  -0.622  -0.809  -0.916  -0.954 
 
Prestress
Precast-top   -0.306  -0.436  -0.620  -0.802  -0.981  -0.981 
Bottom         3.190   3.289   3.428   3.563   3.695   3.695 
 
Total
Precast-top   -0.164   0.005   0.162   0.221   0.183   0.231 
Bottom         3.077   2.937   2.806   2.754   2.779   2.740 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.81 %)
             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    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    9.47   19.60   29.73   39.87   50.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.048   0.053   0.176   0.314   0.410   0.460   0.460 
Precast-top   -0.027   0.028   0.044   0.417   0.837   1.110   1.234   1.293 
Bottom         0.325   1.197   1.176   0.672   0.108  -0.265  -0.442  -0.490 
 

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
    384.9    6.5   58.7    0.824   3.1   6.00e-3 50.0    396.8     1.620    3.017      0.00
      0.0    0.7   58.4     42.0 0.160      27.7 0.87    12.00     0.109    1.560 
Transfer:   3.00
    370.3    6.5   58.7    3.707  14.1   0.11e-3 29.4    259.6     0.511    1.760      0.00
    690.3    3.0   57.2    189.0 0.153     137.7 4.43    12.00     0.109    1.616 
Critical:   5.42
    355.2    6.5   58.7    4.240  14.1  -0.03e-3 28.9    228.3     0.442    1.760      0.00
   1327.9    3.4   57.0    189.0 0.147     152.2 4.91    12.00     0.109    1.679 
0.1L    :  10.13
    325.9    6.5   58.7    5.269  14.1  -0.04e-3 28.9    196.2     0.382    0.827      0.00
   2546.7    4.2   56.6    189.0 0.135     151.8 4.94    12.00     0.109    1.630 
0.2L    :  20.27
    266.3    6.5   55.7    6.510  14.1   0.20e-3 29.7    160.8     0.343    0.496      0.00
   4525.8    4.5   53.5    189.0 0.116     121.0 4.16    24.00     0.109    1.242 
0.3L    :  30.40
    208.0    6.5   57.2    6.510  14.1   1.32e-3 33.6    145.0     0.351    0.413      0.00
   5875.3    4.5   55.0    189.0 0.087      72.0 2.41    24.00     0.109    1.112 
0.4L    :  40.53
    151.0    6.5   58.8    6.510   0.0   1.72e-3 35.0    103.3     0.256    0.413      0.00
   6582.9    4.5   56.5    189.0 0.065      64.5 2.10    24.00     0.109    1.379 
0.5L    :  50.67
     95.2    6.5   58.8    6.510   0.0   1.52e-3 34.3     36.9     0.109    0.413      0.00
   6673.8    4.5   56.5    189.0 0.041      68.9 2.24    24.00     0.109    2.268 
0.6L    :  60.80
    151.0    6.5   58.8    6.510   0.0   1.72e-3 35.0    103.3     0.256    0.413      0.00
   6582.9    4.5   56.5    189.0 0.065      64.5 2.10    24.00     0.109    1.379 
0.7L    :  70.93
    208.0    6.5   57.2    6.510  14.1   1.32e-3 33.6    145.0     0.351    0.413      0.00
   5875.3    4.5   55.0    189.0 0.087      72.0 2.41    24.00     0.109    1.112 
0.8L    :  81.07
    266.3    6.5   55.7    6.510  14.1   0.20e-3 29.7    160.8     0.343    0.496      0.00
   4525.8    4.5   53.5    189.0 0.116     121.0 4.16    24.00     0.109    1.242 
0.9L    :  91.20
    325.9    6.5   58.7    5.269  14.1  -0.04e-3 28.9    196.2     0.382    0.827      0.00
   2546.7    4.2   56.6    189.0 0.135     151.8 4.94    12.00     0.109    1.630 
Critical:  95.92
    355.2    6.5   58.7    4.240  14.1  -0.03e-3 28.9    228.3     0.442    1.760      0.00
   1327.9    3.4   57.0    189.0 0.147     152.2 4.91    12.00     0.109    1.679 
Transfer:  98.33
    370.3    6.5   58.7    3.707  14.1   0.11e-3 29.4    259.6     0.511    1.760      0.00
    690.3    3.0   57.2    189.0 0.153     137.7 4.43    12.00     0.109    1.616 
Bearing : 100.67
    384.9    6.5   58.7    0.824   3.1   6.00e-3 50.0    396.8     1.620    3.017      0.00
      0.0    0.7   58.4     42.0 0.160      27.7 0.87    12.00     0.109    1.560 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1276.09
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.55
 
 
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
    384.9      7.33     58.71    0.68       58.37    24.00      0.300      1.692      0.000      3.017 
Transfer:      2.33
    370.3      7.19     58.71    3.00       57.21    24.00      0.300      1.648      0.000      1.760 
Critical:      4.75
    355.3      6.93     58.71    3.42       57.00    24.00      0.300      1.559      0.000      1.760 
0.1L    :      9.47
    325.9      6.40     58.71    4.24       56.59    24.00      0.300      1.383      0.000      0.827 
0.2L    :     19.60
    266.3      5.54     55.72    4.53       53.45    24.00      0.300      1.095      0.000      0.496 
0.3L    :     29.73
    208.0      4.20     57.25    4.54       54.98    24.00      0.300      0.651      0.000      0.413 
0.4L    :     39.87
    151.0      2.97     58.78    4.54       56.51    24.00      0.300      0.239      0.000      0.413 
0.5L    :     50.00
     95.2      1.87     58.78    4.54       56.51    24.00      0.300      0.000      0.000      0.413 
0.6L    :     60.13
    151.0      2.97     58.78    4.54       56.51    24.00      0.300      0.239      0.000      0.413 
0.7L    :     70.27
    208.0      4.20     57.25    4.54       54.98    24.00      0.300      0.651      0.000      0.413 
0.8L    :     80.40
    266.3      5.54     55.72    4.53       53.45    24.00      0.300      1.095      0.000      0.496 
0.9L    :     90.53
    325.9      6.40     58.71    4.24       56.59    24.00      0.300      1.383      0.000      0.827 
Critical:     95.25
    355.3      6.93     58.71    3.42       57.00    24.00      0.300      1.559      0.000      1.760 
Transfer:     97.67
    370.3      7.19     58.71    3.00       57.21    24.00      0.300      1.648      0.000      1.760 
Bearing :    100.00
    384.9      7.33     58.71    0.68       58.37    24.00      0.300      1.692      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 = 9.47 ft
Prestress      :       1.084  1.80      1.952  2.20      2.386
Self Wt.       :      -0.405  1.85     -0.749  2.40     -0.972
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          :       0.680            1.203            1.414
 
At 0.2 x L = 19.60 ft
Prestress      :       1.946  1.80      3.503  2.20      4.282
Self Wt.       :      -0.762  1.85     -1.409  2.40     -1.829
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          :       1.184            2.094            2.453
 
At 0.3 x L = 29.73 ft
Prestress      :       2.567  1.80      4.621  2.20      5.648
Self Wt.       :      -1.037  1.85     -1.918  2.40     -2.489
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          :       1.530            2.703            3.159
 
At 0.4 x L = 39.87 ft
Prestress      :       2.933  1.80      5.279  2.20      6.453
Self Wt.       :      -1.207  1.85     -2.233  2.40     -2.896
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          :       1.726            3.047            3.556
 
At 0.5 x L = 50.00 ft
Prestress      :       3.064  1.80      5.516  2.20      6.741
Self Wt.       :      -1.267  1.85     -2.344  2.40     -3.041
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          :       1.797            3.171            3.700
 
At 0.6 x L = 60.13 ft
Prestress      :       2.933  1.80      5.279  2.20      6.453
Self Wt.       :      -1.207  1.85     -2.233  2.40     -2.896
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          :       1.726            3.047            3.556
 
At 0.7 x L = 70.27 ft
Prestress      :       2.567  1.80      4.621  2.20      5.648
Self Wt.       :      -1.037  1.85     -1.918  2.40     -2.489
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          :       1.530            2.703            3.159
 
At 0.8 x L = 80.40 ft
Prestress      :       1.946  1.80      3.503  2.20      4.282
Self Wt.       :      -0.762  1.85     -1.409  2.40     -1.829
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          :       1.184            2.094            2.453
 
At 0.9 x L = 90.53 ft
Prestress      :       1.084  1.80      1.952  2.20      2.386
Self Wt.       :      -0.405  1.85     -0.749  2.40     -0.972
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          :       0.679            1.203            1.414
 

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
   679.1    53.1  4.277  265.0    3.5   3.00   4873.4  0.048T 1.00       -       -     -     -  
H/2     :   2.59
   752.8    53.1  4.343  264.9    3.6   3.05   4948.6  0.047T 1.00       -       -     -     -  
0.1L    :   9.47
  2546.7    54.2  6.080  263.0    5.0   4.24   6939.0  0.033T 1.00       -       -     -     -  
0.2L    :  19.60
  4659.6    55.7  6.510  262.8    5.3   4.53   7619.3  0.031T 1.00    860.7   860.7    8.85    -  
0.3L    :  29.73
  6138.4    57.2  6.510  263.0    5.3   4.54   7843.3  0.031T 1.00    652.9   652.9   12.01    -  
0.4L    :  39.87
  7023.0    58.8  6.510  263.1    5.3   4.54   8067.3  0.031T 1.00    538.9   538.9   14.97    -  
0.5L    :  50.00
  7290.8    58.8  6.510  263.1    5.3   4.54   8067.3  0.031T 1.00    493.9   493.9   16.34    -  
0.6L    :  60.13
  7023.0    58.8  6.510  263.1    5.3   4.54   8067.3  0.031T 1.00    538.9   538.9   14.97    -  
0.7L    :  70.27
  6138.4    57.2  6.510  263.0    5.3   4.54   7843.3  0.031T 1.00    652.9   652.9   12.01    -  
0.8L    :  80.40
  4659.6    55.7  6.510  262.8    5.3   4.53   7619.3  0.031T 1.00    860.7   860.7    8.85    -  
0.9L    :  90.53
  2546.7    54.2  6.080  263.0    5.0   4.24   6939.0  0.033T 1.00       -       -     -     -  
H/2     :  97.41
   752.8    53.1  4.343  264.9    3.6   3.05   4948.6  0.047T 1.00       -       -     -     -  
Transfer:  97.67
   679.1    53.1  4.277  265.0    3.5   3.00   4873.4  0.048T 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 1-15; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.059
        M   2.00 Fb     0.149
 
  2   2 E  50.00 Ft     0.364
        M   4.00 Fb     0.101
 
  3   2 E  48.00 Ft     0.653
        M   2.00 Fb     0.066
 
  4   2 E   6.00 Ft     0.605
        M   6.00 Fb     0.301
 
  5   2 E   6.00 Ft     0.557
        M   6.00 Fb     0.536
 
  6   2 E   6.00 Ft     0.509
        M   6.00 Fb     0.770
 
  7   2 E   4.00 Ft     0.444
        M   4.00 Fb     1.019
 
  8   2 E   4.00 Ft     0.379
        M   4.00 Fb     1.267
 
  9   2 E   4.00 Ft     0.314
        M   4.00 Fb     1.516
 
 10   2 E   4.00 Ft     0.249
        M   4.00 Fb     1.764
 
 11   2 E   2.00 Ft     0.166
        M   2.00 Fb     2.027
 
 12   2 E   2.00 Ft     0.084
        M   2.00 Fb     2.289
 
 13   2 E   2.00 Ft     0.001
        M   2.00 Fb     2.552
 
 14   2 E   2.00 Ft    -0.082
        M   2.00 Fb     2.814
 
 15   2 E   2.00 Ft    -0.164
        M   2.00 Fb     3.076
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 101.33            Release Length, ft: 101.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  30
No. of strands, Draped:   4           No. of strands, Straight:  26
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  7.04 %               Final losses: 12.05 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.077     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.164       Trans
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  8067.32     7290.77     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   0.166     Midspan
    Pre.Top:   4.200  -0.000     Bearing    3.150   2.023     Midspan
    Pre.Bot:   4.200  -0.000     Bearing    3.150   2.574    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503  -0.000     Bearing
    Pre.Bot:  -0.503  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.293     Midspan
    Pre.Bot:                                                             2.800   1.197    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.064  1.80      5.516  2.20      6.741
Self Wt.       :      -1.267  1.85     -2.344  2.40     -3.041
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          :       1.797            3.171            3.700
 
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  100.00
     DC  Line       0.087      0.00       0.087  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.333 ft
Release length = 101.333 ft
Design  length = 100.000 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)  : 0.743   (Calculated)    
Live Moment (1  lane  loaded)  : 0.512   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.156   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.924   (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           1478.1 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           708157 in4#
Ht. of c.g.           =        24.64 in             41.25 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 = 0.8314

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     9.47    19.60    29.73    39.87    50.00
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    755.8    780.3    780.3    780.3    780.3    780.3    780.3    780.3
  Yb      ,  in    24.50    24.01    24.01    23.97    23.91    23.85    23.78    23.78
  MI(Ixx) , in4   287451   293124   293161   294171   295780   297532   299425   299425
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1484.7   1507.8   1507.8   1507.8   1507.8   1507.8   1507.8   1507.8
  Yb      ,  in    41.10    40.61    40.61    40.59    40.56    40.53    40.50    40.50
  MI(Ixx) , in4   714767   738104   738177   740152   743177   746339   749638   749638

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 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           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  30 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 40.53 ft from member end )
END PATTERN (Ycg = 9.60 in):
    12 @  2.000 in     8 @  4.000 in     6 @  6.000 in     2 @ 48.000 in
     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.47 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  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     =    6.51 in2      Initial Pull          =     1276.1 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.834 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.793 ft
Holddown Force        =  16.020 kips     Beam Shrtng (PL/AE)   =      0.408 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)       
--------------------------------------------------------------------------------------
      3041.446         740 2250.670     19.516 79040.141  1148.844     641.412        
 
 
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     10.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1670     15.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.1670     25.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      25.1670     76.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      76.1663     86.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      86.1663     91.1663    Yes
      2      US#5[M16]       60.00        0.62       9.00      91.1663     95.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      95.6663     99.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00      99.1663     99.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50      99.5833    100.7500    Yes
      2      US#6[M19]       60.00        0.88       2.75     100.7500    101.2083    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 101.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.5100 in2       Ycg =  3.47 in
         P_init    =     1276.1 kips  Ecc = 21.17 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    13.80 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.361 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.91 ksi    0.00 ksi
    due to Composite Loads                                 -1.89 ksi    0.00 ksi
    due to Live Loads                                      -5.52 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.17 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 13.80 ksi  ( 7.04 %)             9.82 ksi ( 5.01 %)
Total Prestress Losses                                    23.61 ksi (12.05 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.4 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    88.9    98.5   334.2   614.6   814.8   935.0   975.0
(Max)       V      39.0    37.2    37.0    31.6    23.7    15.8     7.9     0.0
DL-Prec.  : M       0.0    13.9    15.4    52.3    96.2   127.6   146.4   152.6
DC(Max)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.1   115.4   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.3    37.0    27.8    18.5     9.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    33.7    37.4   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    20.6    70.0   128.7   170.6   195.8   204.1
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   199.8   221.5   747.2  1360.2  1780.3  2030.0  2096.6
            V     137.3   132.9   132.4   119.2   100.7    82.1    56.4    11.3
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   137.3   132.9   132.4   119.2   101.9    85.3    69.4    54.2
            M       0.0   206.2   228.3   747.2  1283.8  1629.9  1778.5  1744.0
Total     : M+      0.0   459.6   509.5  1724.5  3157.8  4164.5  4767.2  4953.1
            V     251.3   241.6   240.5   211.7   170.1   128.5    79.7    11.6
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   251.3   241.6   240.5   211.7   171.3   131.6    92.7    54.5
            M       0.0   466.0   516.4  1724.5  3081.4  4014.2  4515.7  4600.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.41   97.67  100.00
Self wt.  : M     935.0   814.8   614.6   334.2    98.5    88.9     0.0
(Max)       V       7.9    15.8    23.7    31.6    37.0    37.2    39.0
DL-Prec.  : M     146.4   127.6    96.2    52.3    15.4    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1095.3   954.6   720.0   391.6   115.4   104.1     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.3    43.6    45.7
Diaphragm : M      10.0     7.4     4.9     2.4     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     354.8   309.2   233.2   126.8    37.4    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    20.6    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
LL + I    : M+   2030.0  1780.3  1360.2   747.2   221.5   199.8     0.0
            V      56.4    82.1   100.7   119.2   132.4   132.9   137.3
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    69.4    85.3   101.9   119.2   132.4   132.9   137.3
            M    1778.5  1629.9  1283.8   747.2   228.3   206.2    -0.0
Total     : M+   4767.2  4164.5  3157.8  1724.5   509.5   459.6     0.0
            V      79.7   128.5   170.1   211.7   240.5   241.6   251.3
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    92.7   131.6   171.3   211.7   240.5   241.6   251.3
            M    4515.7  4014.2  3081.4  1724.5   516.4   466.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.0             39.0
Deck+Haunch            45.7             45.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           40.8             40.8
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    88.9    98.5   334.2   614.6   814.8   935.0   975.0
(Max)       V      39.0    37.2    37.0    31.6    23.7    15.8     7.9     0.0
DL-Prec.  : M       0.0    13.9    15.4    52.3    96.2   127.6   146.4   152.6
DC(Max)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.1   115.4   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.3    37.0    27.8    18.5     9.3     0.0
Diaphragm : M       0.0     0.6     0.6     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    33.7    37.4   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    20.6    70.0   128.7   170.6   195.8   204.1
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   159.8   177.2   597.7  1088.2  1424.2  1624.0  1677.3
            V     109.9   106.3   105.9    95.4    80.5    65.7    45.1     9.1
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   109.9   106.3   105.9    95.4    81.5    68.2    55.5    43.4
            M       0.0   165.0   182.7   597.7  1027.0  1303.9  1422.8  1395.2
Total     : M+      0.0   419.7   465.2  1575.1  2885.8  3808.4  4361.2  4533.8
            V     223.9   215.0   214.0   187.9   150.0   112.1    68.5     9.3
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   223.9   215.0   214.0   187.9   150.9   114.6    78.8    43.6
            M       0.0   424.8   470.7  1575.1  2824.7  3688.2  4160.0  4251.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.41   97.67  100.00
Self wt.  : M     935.0   814.8   614.6   334.2    98.5    88.9     0.0
(Max)       V       7.9    15.8    23.7    31.6    37.0    37.2    39.0
DL-Prec.  : M     146.4   127.6    96.2    52.3    15.4    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1095.3   954.6   720.0   391.6   115.4   104.1     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.3    43.6    45.7
Diaphragm : M      10.0     7.4     4.9     2.4     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     354.8   309.2   233.2   126.8    37.4    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    20.6    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
LL + I    : M+   1624.0  1424.2  1088.2   597.7   177.2   159.8     0.0
            V      45.1    65.7    80.5    95.4   105.9   106.3   109.9
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    55.5    68.2    81.5    95.4   105.9   106.3   109.9
            M    1422.8  1303.9  1027.0   597.7   182.7   165.0    -0.0
Total     : M+   4361.2  3808.4  2885.8  1575.1   465.2   419.7     0.0
            V      68.5   112.1   150.0   187.9   214.0   215.0   223.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    78.8   114.6   150.9   187.9   214.0   215.0   223.9
            M    4160.0  3688.2  2824.7  1575.1   470.7   424.8    -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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0   111.1   123.2   417.8   768.2  1018.5  1168.7  1218.7
(Max)       V      48.8    46.5    46.2    39.5    29.6    19.8     9.9     0.0
Self wt.  : M       0.0    80.0    88.7   300.8   553.1   733.3   841.5   877.5
(Min)       V      35.1    33.5    33.3    28.5    21.3    14.2     7.1     0.0
DL-Prec.  : M       0.0    17.4    19.3    65.4   120.3   159.5   183.0   190.8
DC(Max)     V       7.6     7.3     7.2     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0    12.5    13.9    47.1    86.6   114.8   131.7   137.4
DC(Min)     V       5.5     5.2     5.2     4.5     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   130.2   144.3   489.5   900.0  1193.2  1369.2  1427.8
Haunch (Max)V      57.1    54.4    54.1    46.3    34.7    23.1    11.6     0.0
Deck +    : M       0.0    93.7   103.9   352.4   648.0   859.1   985.8  1028.0
Haunch (Min)V      41.1    39.2    39.0    33.3    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.7     0.8     3.0     6.1     9.3    12.5    15.6
(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     2.1     4.4     6.7     9.0    11.2
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    42.2    46.7   158.6   291.5   386.5   443.5   462.5
DC(Max)     V      18.5    17.6    17.5    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    30.4    33.7   114.2   209.9   278.3   319.3   333.0
DC(Min)     V      13.3    12.7    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    27.9    30.9   105.0   193.0   255.9   293.6   306.2
DW(Max)     V      12.2    11.7    11.6     9.9     7.4     5.0     2.5     0.0
DL-Comp   : M       0.0    12.1    13.4    45.5    83.6   110.9   127.2   132.7
DW(Min)     V       5.3     5.1     5.0     4.3     3.2     2.2     1.1     0.0
LL + I    : M+      0.0   349.7   387.6  1307.5  2380.4  3115.5  3552.6  3669.0
            V     240.3   232.5   231.6   208.7   176.2   143.7    98.8    19.8
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   240.3   232.5   231.6   208.7   178.3   149.2   121.4    94.9
            M       0.0   360.9   399.6  1307.5  2246.7  2852.4  3112.4  3052.1
Total     : M+      0.0   679.1   752.8  2546.7  4659.6  6138.4  7023.0  7290.8
            V     384.9   370.3   368.7   325.9   264.2   202.5   128.3    20.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   384.9   370.3   368.7   325.9   266.3   208.0   151.0    95.2
            M       0.0   690.3   764.8  2546.7  4525.8  5875.3  6582.9  6673.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.41   97.67  100.00
Self wt.  : M    1168.7  1018.5   768.2   417.8   123.2   111.1     0.0
(Max)       V       9.9    19.8    29.6    39.5    46.2    46.5    48.8
Self wt.  : M     841.5   733.3   553.1   300.8    88.7    80.0     0.0
(Min)       V       7.1    14.2    21.3    28.5    33.3    33.5    35.1
DL-Prec.  : M     183.0   159.5   120.3    65.4    19.3    17.4     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.2     7.3     7.6
DL-Prec.  : M     131.7   114.8    86.6    47.1    13.9    12.5     0.0
DC(Min)     V       1.1     2.2     3.3     4.5     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1369.2  1193.2   900.0   489.5   144.3   130.2     0.0
Haunch (Max)V      11.6    23.1    34.7    46.3    54.1    54.4    57.1
Deck +    : M     985.8   859.1   648.0   352.4   103.9    93.7     0.0
Haunch (Min)V       8.3    16.7    25.0    33.3    39.0    39.2    41.1
Diaphragm : M      12.5     9.3     6.1     3.0     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.0     6.7     4.4     2.1     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     443.5   386.5   291.5   158.6    46.7    42.2     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.5    17.6    18.5
DL-Comp   : M     319.3   278.3   209.9   114.2    33.7    30.4     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.6    12.7    13.3
DL-Comp   : M     293.6   255.9   193.0   105.0    30.9    27.9     0.0
DW(Max)     V       2.5     5.0     7.4     9.9    11.6    11.7    12.2
DL-Comp   : M     127.2   110.9    83.6    45.5    13.4    12.1     0.0
DW(Min)     V       1.1     2.2     3.2     4.3     5.0     5.1     5.3
LL + I    : M+   3552.6  3115.5  2380.4  1307.5   387.6   349.7     0.0
            V      98.8   143.7   176.2   208.7   231.6   232.5   240.3
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   121.4   149.2   178.3   208.7   231.6   232.5   240.3
            M    3112.4  2852.4  2246.7  1307.5   399.6   360.9    -0.0
Total     : M+   7023.0  6138.4  4659.6  2546.7   752.8   679.1     0.0
            V     128.3   202.5   264.2   325.9   368.7   370.3   384.9
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   151.0   208.0   266.3   325.9   368.7   370.3   384.9
            M    6582.9  5875.3  4525.8  2546.7   764.8   690.3    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               48.8             48.8
Deck+Haunch            57.1             57.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.6              7.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           61.2             61.2
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    88.9    98.5   334.2   614.6   814.8   935.0   975.0
(Max)       V      39.0    37.2    37.0    31.6    23.7    15.8     7.9     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    13.9    15.4    52.3    96.2   127.6   146.4   152.6
DC(Max)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   104.1   115.4   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.3    37.0    27.8    18.5     9.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.4     4.9     7.4    10.0    12.5
(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    33.7    37.4   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     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    18.6    20.6    70.0   128.7   170.6   195.8   204.1
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     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   136.5   151.3   504.4   898.9  1171.8  1312.8  1303.2
            V     109.5   106.2   105.9    96.2    82.8    63.1    49.7    23.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   109.5   106.2   105.9    96.2    82.8    69.4    56.0    42.6
            M       0.0   136.5   151.3   504.4   898.9  1142.9  1236.4  1179.5
Total     : M+      0.0   396.4   439.3  1481.8  2696.5  3556.1  4050.0  4159.8
            V     223.6   214.9   214.0   188.6   152.2   109.5    73.0    23.5
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   223.6   214.9   214.0   188.6   152.2   115.7    79.3    42.8
            M       0.0   396.4   439.3  1481.8  2696.5  3527.1  3973.6  4036.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.41   97.67  100.00
Self wt.  : M     935.0   814.8   614.6   334.2    98.5    88.9     0.0
(Max)       V       7.9    15.8    23.7    31.6    37.0    37.2    39.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     146.4   127.6    96.2    52.3    15.4    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1095.3   954.6   720.0   391.6   115.4   104.1     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.3    43.6    45.7
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      10.0     7.4     4.9     2.4     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     354.8   309.2   233.2   126.8    37.4    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     195.8   170.6   128.7    70.0    20.6    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
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+   1312.8  1171.8   898.9   504.4   151.3   136.5     0.0
            V      49.7    63.1    82.8    96.2   105.9   106.2   109.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.0    69.4    82.8    96.2   105.9   106.2   109.5
            M    1236.4  1142.9   898.9   504.4   151.3   136.5     0.0
Total     : M+   4050.0  3556.1  2696.5  1481.8   439.3   396.4     0.0
            V      73.0   109.5   152.2   188.6   214.0   214.9   223.6
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    79.3   115.7   152.2   188.6   214.0   214.9   223.6
            M    3973.6  3527.1  2696.5  1481.8   439.3   396.4     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.141   0.442   0.782   1.023   1.164   1.212 
Bottom        -0.113  -0.352  -0.622  -0.809  -0.916  -0.954 
 
Prestress
Precast-top   -0.306  -0.436  -0.620  -0.802  -0.981  -0.981 
Bottom         3.190   3.289   3.428   3.563   3.695   3.695 
 
Total
Precast-top   -0.164   0.005   0.162   0.221   0.183   0.231 
Bottom         3.077   2.937   2.806   2.754   2.779   2.740 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.81 %)
             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    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.017   0.057   0.105   0.139   0.159   0.166 
Precast-top   -0.054  -0.003   0.021   0.614   1.284   1.713   1.902   2.023 
Bottom         0.651   2.574   2.552   2.008   1.393   0.998   0.817   0.711 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.141   0.442   0.782   1.023   1.164   1.212 
Bottom        -0.113  -0.352  -0.622  -0.809  -0.916  -0.954 
 
Prestress
Precast-top   -0.306  -0.436  -0.620  -0.802  -0.981  -0.981 
Bottom         3.190   3.289   3.428   3.563   3.695   3.695 
 
Total
Precast-top   -0.164   0.005   0.162   0.221   0.183   0.231 
Bottom         3.077   2.937   2.806   2.754   2.779   2.740 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.81 %)
             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    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    9.47   19.60   29.73   39.87   50.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.048   0.053   0.176   0.314   0.410   0.460   0.460 
Precast-top   -0.027   0.028   0.044   0.417   0.837   1.110   1.234   1.293 
Bottom         0.325   1.197   1.176   0.672   0.108  -0.265  -0.442  -0.490 
 

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
    384.9    6.5   58.7    0.824   3.1   6.00e-3 50.0    396.8     1.620    3.017      0.00
      0.0    0.7   58.4     42.0 0.160      27.7 0.87    12.00     0.109    1.560 
Transfer:   3.00
    370.3    6.5   58.7    3.707  14.1   0.11e-3 29.4    259.6     0.511    1.760      0.00
    690.3    3.0   57.2    189.0 0.153     137.7 4.43    12.00     0.109    1.616 
Critical:   5.42
    355.2    6.5   58.7    4.240  14.1  -0.03e-3 28.9    228.3     0.442    1.760      0.00
   1327.9    3.4   57.0    189.0 0.147     152.2 4.91    12.00     0.109    1.679 
0.1L    :  10.13
    325.9    6.5   58.7    5.269  14.1  -0.04e-3 28.9    196.2     0.382    0.827      0.00
   2546.7    4.2   56.6    189.0 0.135     151.8 4.94    12.00     0.109    1.630 
0.2L    :  20.27
    266.3    6.5   55.7    6.510  14.1   0.20e-3 29.7    160.8     0.343    0.496      0.00
   4525.8    4.5   53.5    189.0 0.116     121.0 4.16    24.00     0.109    1.242 
0.3L    :  30.40
    208.0    6.5   57.2    6.510  14.1   1.32e-3 33.6    145.0     0.351    0.413      0.00
   5875.3    4.5   55.0    189.0 0.087      72.0 2.41    24.00     0.109    1.112 
0.4L    :  40.53
    151.0    6.5   58.8    6.510   0.0   1.72e-3 35.0    103.3     0.256    0.413      0.00
   6582.9    4.5   56.5    189.0 0.065      64.5 2.10    24.00     0.109    1.379 
0.5L    :  50.67
     95.2    6.5   58.8    6.510   0.0   1.52e-3 34.3     36.9     0.109    0.413      0.00
   6673.8    4.5   56.5    189.0 0.041      68.9 2.24    24.00     0.109    2.268 
0.6L    :  60.80
    151.0    6.5   58.8    6.510   0.0   1.72e-3 35.0    103.3     0.256    0.413      0.00
   6582.9    4.5   56.5    189.0 0.065      64.5 2.10    24.00     0.109    1.379 
0.7L    :  70.93
    208.0    6.5   57.2    6.510  14.1   1.32e-3 33.6    145.0     0.351    0.413      0.00
   5875.3    4.5   55.0    189.0 0.087      72.0 2.41    24.00     0.109    1.112 
0.8L    :  81.07
    266.3    6.5   55.7    6.510  14.1   0.20e-3 29.7    160.8     0.343    0.496      0.00
   4525.8    4.5   53.5    189.0 0.116     121.0 4.16    24.00     0.109    1.242 
0.9L    :  91.20
    325.9    6.5   58.7    5.269  14.1  -0.04e-3 28.9    196.2     0.382    0.827      0.00
   2546.7    4.2   56.6    189.0 0.135     151.8 4.94    12.00     0.109    1.630 
Critical:  95.92
    355.2    6.5   58.7    4.240  14.1  -0.03e-3 28.9    228.3     0.442    1.760      0.00
   1327.9    3.4   57.0    189.0 0.147     152.2 4.91    12.00     0.109    1.679 
Transfer:  98.33
    370.3    6.5   58.7    3.707  14.1   0.11e-3 29.4    259.6     0.511    1.760      0.00
    690.3    3.0   57.2    189.0 0.153     137.7 4.43    12.00     0.109    1.616 
Bearing : 100.67
    384.9    6.5   58.7    0.824   3.1   6.00e-3 50.0    396.8     1.620    3.017      0.00
      0.0    0.7   58.4     42.0 0.160      27.7 0.87    12.00     0.109    1.560 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1276.09
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.55
 
 
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
    384.9      7.33     58.71    0.68       58.37    24.00      0.300      1.692      0.000      3.017 
Transfer:      2.33
    370.3      7.19     58.71    3.00       57.21    24.00      0.300      1.648      0.000      1.760 
Critical:      4.75
    355.3      6.93     58.71    3.42       57.00    24.00      0.300      1.559      0.000      1.760 
0.1L    :      9.47
    325.9      6.40     58.71    4.24       56.59    24.00      0.300      1.383      0.000      0.827 
0.2L    :     19.60
    266.3      5.54     55.72    4.53       53.45    24.00      0.300      1.095      0.000      0.496 
0.3L    :     29.73
    208.0      4.20     57.25    4.54       54.98    24.00      0.300      0.651      0.000      0.413 
0.4L    :     39.87
    151.0      2.97     58.78    4.54       56.51    24.00      0.300      0.239      0.000      0.413 
0.5L    :     50.00
     95.2      1.87     58.78    4.54       56.51    24.00      0.300      0.000      0.000      0.413 
0.6L    :     60.13
    151.0      2.97     58.78    4.54       56.51    24.00      0.300      0.239      0.000      0.413 
0.7L    :     70.27
    208.0      4.20     57.25    4.54       54.98    24.00      0.300      0.651      0.000      0.413 
0.8L    :     80.40
    266.3      5.54     55.72    4.53       53.45    24.00      0.300      1.095      0.000      0.496 
0.9L    :     90.53
    325.9      6.40     58.71    4.24       56.59    24.00      0.300      1.383      0.000      0.827 
Critical:     95.25
    355.3      6.93     58.71    3.42       57.00    24.00      0.300      1.559      0.000      1.760 
Transfer:     97.67
    370.3      7.19     58.71    3.00       57.21    24.00      0.300      1.648      0.000      1.760 
Bearing :    100.00
    384.9      7.33     58.71    0.68       58.37    24.00      0.300      1.692      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 = 9.47 ft
Prestress      :       1.084  1.80      1.952  2.20      2.386
Self Wt.       :      -0.405  1.85     -0.749  2.40     -0.972
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          :       0.680            1.203            1.414
 
At 0.2 x L = 19.60 ft
Prestress      :       1.946  1.80      3.503  2.20      4.282
Self Wt.       :      -0.762  1.85     -1.409  2.40     -1.829
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          :       1.184            2.094            2.453
 
At 0.3 x L = 29.73 ft
Prestress      :       2.567  1.80      4.621  2.20      5.648
Self Wt.       :      -1.037  1.85     -1.918  2.40     -2.489
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          :       1.530            2.703            3.159
 
At 0.4 x L = 39.87 ft
Prestress      :       2.933  1.80      5.279  2.20      6.453
Self Wt.       :      -1.207  1.85     -2.233  2.40     -2.896
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          :       1.726            3.047            3.556
 
At 0.5 x L = 50.00 ft
Prestress      :       3.064  1.80      5.516  2.20      6.741
Self Wt.       :      -1.267  1.85     -2.344  2.40     -3.041
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          :       1.797            3.171            3.700
 
At 0.6 x L = 60.13 ft
Prestress      :       2.933  1.80      5.279  2.20      6.453
Self Wt.       :      -1.207  1.85     -2.233  2.40     -2.896
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          :       1.726            3.047            3.556
 
At 0.7 x L = 70.27 ft
Prestress      :       2.567  1.80      4.621  2.20      5.648
Self Wt.       :      -1.037  1.85     -1.918  2.40     -2.489
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          :       1.530            2.703            3.159
 
At 0.8 x L = 80.40 ft
Prestress      :       1.946  1.80      3.503  2.20      4.282
Self Wt.       :      -0.762  1.85     -1.409  2.40     -1.829
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          :       1.184            2.094            2.453
 
At 0.9 x L = 90.53 ft
Prestress      :       1.084  1.80      1.952  2.20      2.386
Self Wt.       :      -0.405  1.85     -0.749  2.40     -0.972
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          :       0.679            1.203            1.414
 

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
   679.1    53.1  4.277  265.0    3.5   3.00   4873.4  0.048T 1.00       -       -     -     -  
H/2     :   2.59
   752.8    53.1  4.343  264.9    3.6   3.05   4948.6  0.047T 1.00       -       -     -     -  
0.1L    :   9.47
  2546.7    54.2  6.080  263.0    5.0   4.24   6939.0  0.033T 1.00       -       -     -     -  
0.2L    :  19.60
  4659.6    55.7  6.510  262.8    5.3   4.53   7619.3  0.031T 1.00    860.7   860.7    8.85    -  
0.3L    :  29.73
  6138.4    57.2  6.510  263.0    5.3   4.54   7843.3  0.031T 1.00    652.9   652.9   12.01    -  
0.4L    :  39.87
  7023.0    58.8  6.510  263.1    5.3   4.54   8067.3  0.031T 1.00    538.9   538.9   14.97    -  
0.5L    :  50.00
  7290.8    58.8  6.510  263.1    5.3   4.54   8067.3  0.031T 1.00    493.9   493.9   16.34    -  
0.6L    :  60.13
  7023.0    58.8  6.510  263.1    5.3   4.54   8067.3  0.031T 1.00    538.9   538.9   14.97    -  
0.7L    :  70.27
  6138.4    57.2  6.510  263.0    5.3   4.54   7843.3  0.031T 1.00    652.9   652.9   12.01    -  
0.8L    :  80.40
  4659.6    55.7  6.510  262.8    5.3   4.53   7619.3  0.031T 1.00    860.7   860.7    8.85    -  
0.9L    :  90.53
  2546.7    54.2  6.080  263.0    5.0   4.24   6939.0  0.033T 1.00       -       -     -     -  
H/2     :  97.41
   752.8    53.1  4.343  264.9    3.6   3.05   4948.6  0.047T 1.00       -       -     -     -  
Transfer:  97.67
   679.1    53.1  4.277  265.0    3.5   3.00   4873.4  0.048T 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 1-15; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.059
        M   2.00 Fb     0.149
 
  2   2 E  50.00 Ft     0.364
        M   4.00 Fb     0.101
 
  3   2 E  48.00 Ft     0.653
        M   2.00 Fb     0.066
 
  4   2 E   6.00 Ft     0.605
        M   6.00 Fb     0.301
 
  5   2 E   6.00 Ft     0.557
        M   6.00 Fb     0.536
 
  6   2 E   6.00 Ft     0.509
        M   6.00 Fb     0.770
 
  7   2 E   4.00 Ft     0.444
        M   4.00 Fb     1.019
 
  8   2 E   4.00 Ft     0.379
        M   4.00 Fb     1.267
 
  9   2 E   4.00 Ft     0.314
        M   4.00 Fb     1.516
 
 10   2 E   4.00 Ft     0.249
        M   4.00 Fb     1.764
 
 11   2 E   2.00 Ft     0.166
        M   2.00 Fb     2.027
 
 12   2 E   2.00 Ft     0.084
        M   2.00 Fb     2.289
 
 13   2 E   2.00 Ft     0.001
        M   2.00 Fb     2.552
 
 14   2 E   2.00 Ft    -0.082
        M   2.00 Fb     2.814
 
 15   2 E   2.00 Ft    -0.164
        M   2.00 Fb     3.076
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 101.33            Release Length, ft: 101.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  30
No. of strands, Draped:   4           No. of strands, Straight:  26
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  7.04 %               Final losses: 12.05 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.077     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.164       Trans
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  8067.32     7290.77     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   0.166     Midspan
    Pre.Top:   4.200  -0.000     Bearing    3.150   2.023     Midspan
    Pre.Bot:   4.200  -0.000     Bearing    3.150   2.574    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503  -0.000     Bearing
    Pre.Bot:  -0.503  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.293     Midspan
    Pre.Bot:                                                             2.800   1.197    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.064  1.80      5.516  2.20      6.741
Self Wt.       :      -1.267  1.85     -2.344  2.40     -3.041
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          :       1.797            3.171            3.700
 
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  100.00
     DC  Line       0.076      0.00       0.076  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.333 ft
Release length = 101.333 ft
Design  length = 100.000 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)  : 0.727   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.918   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.012   (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           1391.1 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           680605 in4#
Ht. of c.g.           =        24.64 in             40.17 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 = 0.8314

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     9.47    19.60    29.73    39.87    50.00
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    755.8    780.3    780.3    780.3    780.3    780.3    780.3    780.3
  Yb      ,  in    24.50    24.01    24.01    23.97    23.91    23.85    23.78    23.78
  MI(Ixx) , in4   287451   293124   293161   294171   295780   297532   299425   299425
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2   1397.7   1420.8   1420.8   1420.8   1420.8   1420.8   1420.8   1420.8
  Yb      ,  in    40.03    39.53    39.53    39.50    39.47    39.44    39.41    39.41
  MI(Ixx) , in4   686775   708552   708623   710530   713456   716519   719719   719719

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 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           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  30 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 40.53 ft from member end )
END PATTERN (Ycg = 9.60 in):
    12 @  2.000 in     8 @  4.000 in     6 @  6.000 in     2 @ 48.000 in
     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.47 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  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     =    6.51 in2      Initial Pull          =     1276.1 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.761 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.701 ft
Holddown Force        =  16.020 kips     Beam Shrtng (PL/AE)   =      0.408 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)       
--------------------------------------------------------------------------------------
      3041.446         740 2250.670     19.516 79040.141  1148.844     641.412        
 
 
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     10.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1670     15.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.1670     25.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      25.1670     76.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      76.1663     86.1663    Yes
      2      US#5[M16]       60.00        0.62      12.00      86.1663     91.1663    Yes
      2      US#5[M16]       60.00        0.62       9.00      91.1663     95.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00      95.6663     99.1663    Yes
      2      US#6[M19]       60.00        0.88       5.00      99.1663     99.5833    Yes
      2      US#6[M19]       60.00        0.88       3.50      99.5833    100.7500    Yes
      2      US#6[M19]       60.00        0.88       2.75     100.7500    101.2083    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 101.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.5100 in2       Ycg =  3.47 in
         P_init    =     1276.1 kips  Ecc = 21.17 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    13.80 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.361 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.21 ksi    0.00 ksi
    due to Composite Loads                                 -1.91 ksi    0.00 ksi
    due to Live Loads                                      -6.01 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.17 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 13.80 ksi  ( 7.04 %)            10.01 ksi ( 5.11 %)
Total Prestress Losses                                    23.81 ksi (12.15 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    88.9    98.5   334.2   614.6   814.8   935.0   975.0
(Max)       V      39.0    37.2    37.0    31.6    23.7    15.8     7.9     0.0
DL-Prec.  : M       0.0    12.7    14.1    47.8    87.9   116.6   133.7   139.5
DC(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     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    91.7   101.7   344.9   634.1   840.7   964.7  1006.0
Haunch (Max)V      40.2    38.4    38.2    32.6    24.5    16.3     8.2     0.0
Diaphragm : M       0.0     0.3     0.3     1.2     2.5     3.7     5.0     6.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.7    37.4   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    20.6    70.0   128.7   170.6   195.8   204.1
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   215.1   238.5   804.5  1464.6  1916.8  2185.7  2257.4
            V     120.2   116.3   115.9   104.4    88.2    71.9    49.4     9.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   120.2   116.3   115.9   104.4    89.2    74.6    60.7    47.5
            M       0.0   222.0   245.8   804.5  1382.3  1754.9  1914.9  1877.8
Total     : M+      0.0   461.1   511.1  1729.4  3165.5  4172.5  4774.7  4958.3
            V     228.1   219.2   218.2   191.9   153.8   115.7    71.4    10.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   228.1   219.2   218.2   191.9   154.9   118.5    82.7    47.6
            M       0.0   468.0   518.5  1729.4  3083.3  4010.6  4503.9  4578.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.41   97.67  100.00
Self wt.  : M     935.0   814.8   614.6   334.2    98.5    88.9     0.0
(Max)       V       7.9    15.8    23.7    31.6    37.0    37.2    39.0
DL-Prec.  : M     133.7   116.6    87.9    47.8    14.1    12.7     0.0
DC(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     964.7   840.7   634.1   344.9   101.7    91.7     0.0
Haunch (Max)V       8.2    16.3    24.5    32.6    38.2    38.4    40.2
Diaphragm : M       5.0     3.7     2.5     1.2     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     354.8   309.2   233.2   126.8    37.4    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    20.6    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
LL + I    : M+   2185.7  1916.8  1464.6   804.5   238.5   215.1     0.0
            V      49.4    71.9    88.2   104.4   115.9   116.3   120.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    60.7    74.6    89.2   104.4   115.9   116.3   120.2
            M    1914.9  1754.9  1382.3   804.5   245.8   222.0    -0.0
Total     : M+   4774.7  4172.5  3165.5  1729.4   511.1   461.1     0.0
            V      71.4   115.7   153.8   191.9   218.2   219.2   228.1
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    82.7   118.5   154.9   191.9   218.2   219.2   228.1
            M    4503.9  4010.6  3083.3  1729.4   518.5   468.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.0             39.0
Deck+Haunch            40.2             40.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.6              5.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           40.8             40.8
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    88.9    98.5   334.2   614.6   814.8   935.0   975.0
(Max)       V      39.0    37.2    37.0    31.6    23.7    15.8     7.9     0.0
DL-Prec.  : M       0.0    12.7    14.1    47.8    87.9   116.6   133.7   139.5
DC(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     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    91.7   101.7   344.9   634.1   840.7   964.7  1006.0
Haunch (Max)V      40.2    38.4    38.2    32.6    24.5    16.3     8.2     0.0
Diaphragm : M       0.0     0.3     0.3     1.2     2.5     3.7     5.0     6.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.7    37.4   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    20.6    70.0   128.7   170.6   195.8   204.1
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   172.1   190.8   643.6  1171.7  1533.5  1748.6  1805.9
            V      96.2    93.1    92.7    83.5    70.5    57.5    39.5     7.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    96.2    93.1    92.7    83.5    71.4    59.7    48.6    38.0
            M       0.0   177.6   196.7   643.6  1105.8  1404.0  1531.9  1502.2
Total     : M+      0.0   418.0   463.4  1568.5  2872.6  3789.1  4337.5  4506.8
            V     204.1   195.9   195.0   171.0   136.2   101.3    61.5     8.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   204.1   195.9   195.0   171.0   137.0   103.5    70.6    38.1
            M       0.0   423.5   469.3  1568.5  2806.8  3659.6  4120.9  4203.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.41   97.67  100.00
Self wt.  : M     935.0   814.8   614.6   334.2    98.5    88.9     0.0
(Max)       V       7.9    15.8    23.7    31.6    37.0    37.2    39.0
DL-Prec.  : M     133.7   116.6    87.9    47.8    14.1    12.7     0.0
DC(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     964.7   840.7   634.1   344.9   101.7    91.7     0.0
Haunch (Max)V       8.2    16.3    24.5    32.6    38.2    38.4    40.2
Diaphragm : M       5.0     3.7     2.5     1.2     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     354.8   309.2   233.2   126.8    37.4    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    20.6    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
LL + I    : M+   1748.6  1533.5  1171.7   643.6   190.8   172.1     0.0
            V      39.5    57.5    70.5    83.5    92.7    93.1    96.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    48.6    59.7    71.4    83.5    92.7    93.1    96.2
            M    1531.9  1404.0  1105.8   643.6   196.7   177.6    -0.0
Total     : M+   4337.5  3789.1  2872.6  1568.5   463.4   418.0     0.0
            V      61.5   101.3   136.2   171.0   195.0   195.9   204.1
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    70.6   103.5   137.0   171.0   195.0   195.9   204.1
            M    4120.9  3659.6  2806.8  1568.5   469.3   423.5    -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    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0   111.1   123.2   417.8   768.2  1018.5  1168.7  1218.7
(Max)       V      48.8    46.5    46.2    39.5    29.6    19.8     9.9     0.0
Self wt.  : M       0.0    80.0    88.7   300.8   553.1   733.3   841.5   877.5
(Min)       V      35.1    33.5    33.3    28.5    21.3    14.2     7.1     0.0
DL-Prec.  : M       0.0    15.9    17.6    59.8   109.9   145.7   167.2   174.3
DC(Max)     V       7.0     6.6     6.6     5.7     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    11.4    12.7    43.0    79.1   104.9   120.4   125.5
DC(Min)     V       5.0     4.8     4.8     4.1     3.1     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   114.6   127.1   431.1   792.7  1050.9  1205.9  1257.5
Haunch (Max)V      50.3    48.0    47.7    40.8    30.6    20.4    10.2     0.0
Deck +    : M       0.0    82.5    91.5   310.4   570.7   756.7   868.2   905.4
Haunch (Min)V      36.2    34.5    34.3    29.4    22.0    14.7     7.3     0.0
Diaphragm : M       0.0     0.4     0.4     1.5     3.1     4.6     6.2     7.8
(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     1.1     2.2     3.3     4.5     5.6
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    42.2    46.7   158.6   291.5   386.5   443.5   462.5
DC(Max)     V      18.5    17.6    17.5    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    30.4    33.7   114.2   209.9   278.3   319.3   333.0
DC(Min)     V      13.3    12.7    12.6    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    27.9    30.9   105.0   193.0   255.9   293.6   306.2
DW(Max)     V      12.2    11.7    11.6     9.9     7.4     5.0     2.5     0.0
DL-Comp   : M       0.0    12.1    13.4    45.5    83.6   110.9   127.2   132.7
DW(Min)     V       5.3     5.1     5.0     4.3     3.2     2.2     1.1     0.0
LL + I    : M+      0.0   376.5   417.3  1407.8  2563.0  3354.4  3825.0  3950.5
            V     210.4   203.6   202.8   182.7   154.3   125.8    86.5    17.3
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   210.4   203.6   202.8   182.7   156.1   130.6   106.3    83.1
            M       0.0   388.5   430.2  1407.8  2419.0  3071.1  3351.1  3286.1
Total     : M+      0.0   688.5   763.3  2581.5  4721.4  6216.6  7110.2  7377.6
            V     347.3   334.1   332.7   293.8   237.6   181.4   114.3    17.5
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   347.3   334.1   332.7   293.8   239.4   186.2   134.2    83.3
            M       0.0   700.6   776.2  2581.5  4577.4  5933.3  6636.2  6713.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.41   97.67  100.00
Self wt.  : M    1168.7  1018.5   768.2   417.8   123.2   111.1     0.0
(Max)       V       9.9    19.8    29.6    39.5    46.2    46.5    48.8
Self wt.  : M     841.5   733.3   553.1   300.8    88.7    80.0     0.0
(Min)       V       7.1    14.2    21.3    28.5    33.3    33.5    35.1
DL-Prec.  : M     167.2   145.7   109.9    59.8    17.6    15.9     0.0
DC(Max)     V       1.4     2.8     4.2     5.7     6.6     6.6     7.0
DL-Prec.  : M     120.4   104.9    79.1    43.0    12.7    11.4     0.0
DC(Min)     V       1.0     2.0     3.1     4.1     4.8     4.8     5.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1205.9  1050.9   792.7   431.1   127.1   114.6     0.0
Haunch (Max)V      10.2    20.4    30.6    40.8    47.7    48.0    50.3
Deck +    : M     868.2   756.7   570.7   310.4    91.5    82.5     0.0
Haunch (Min)V       7.3    14.7    22.0    29.4    34.3    34.5    36.2
Diaphragm : M       6.2     4.6     3.1     1.5     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.5     3.3     2.2     1.1     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     443.5   386.5   291.5   158.6    46.7    42.2     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.5    17.6    18.5
DL-Comp   : M     319.3   278.3   209.9   114.2    33.7    30.4     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.6    12.7    13.3
DL-Comp   : M     293.6   255.9   193.0   105.0    30.9    27.9     0.0
DW(Max)     V       2.5     5.0     7.4     9.9    11.6    11.7    12.2
DL-Comp   : M     127.2   110.9    83.6    45.5    13.4    12.1     0.0
DW(Min)     V       1.1     2.2     3.2     4.3     5.0     5.1     5.3
LL + I    : M+   3825.0  3354.4  2563.0  1407.8   417.3   376.5     0.0
            V      86.5   125.8   154.3   182.7   202.8   203.6   210.4
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   106.3   130.6   156.1   182.7   202.8   203.6   210.4
            M    3351.1  3071.1  2419.0  1407.8   430.2   388.5    -0.0
Total     : M+   7110.2  6216.6  4721.4  2581.5   763.3   688.5     0.0
            V     114.3   181.4   237.6   293.8   332.7   334.1   347.3
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   134.2   186.2   239.4   293.8   332.7   334.1   347.3
            M    6636.2  5933.3  4577.4  2581.5   776.2   700.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               48.8             48.8
Deck+Haunch            50.3             50.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            7.0              7.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           61.2             61.2
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    88.9    98.5   334.2   614.6   814.8   935.0   975.0
(Max)       V      39.0    37.2    37.0    31.6    23.7    15.8     7.9     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    12.7    14.1    47.8    87.9   116.6   133.7   139.5
DC(Max)     V       5.6     5.3     5.3     4.5     3.4     2.3     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    91.7   101.7   344.9   634.1   840.7   964.7  1006.0
Haunch (Max)V      40.2    38.4    38.2    32.6    24.5    16.3     8.2     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     1.2     2.5     3.7     5.0     6.2
(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    33.7    37.4   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    14.0    12.0     9.0     6.0     3.0     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    18.6    20.6    70.0   128.7   170.6   195.8   204.1
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     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   213.2   236.2   787.7  1403.7  1830.0  2050.0  2035.2
            V     119.9   116.3   115.9   105.2    90.6    69.1    54.4    25.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   119.9   116.3   115.9   105.2    90.6    75.9    61.3    46.6
            M       0.0   213.2   236.2   787.7  1403.7  1784.7  1930.8  1841.9
Total     : M+      0.0   459.1   508.9  1712.7  3104.7  4085.6  4639.0  4736.0
            V     227.8   219.2   218.2   192.7   156.2   112.9    76.4    25.5
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   227.8   219.2   218.2   192.7   156.2   119.7    83.2    46.7
            M       0.0   459.1   508.9  1712.7  3104.7  4040.4  4519.7  4542.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.41   97.67  100.00
Self wt.  : M     935.0   814.8   614.6   334.2    98.5    88.9     0.0
(Max)       V       7.9    15.8    23.7    31.6    37.0    37.2    39.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     133.7   116.6    87.9    47.8    14.1    12.7     0.0
DC(Max)     V       1.1     2.3     3.4     4.5     5.3     5.3     5.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     964.7   840.7   634.1   344.9   101.7    91.7     0.0
Haunch (Max)V       8.2    16.3    24.5    32.6    38.2    38.4    40.2
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       5.0     3.7     2.5     1.2     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     354.8   309.2   233.2   126.8    37.4    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    14.1    14.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     195.8   170.6   128.7    70.0    20.6    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
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+   2050.0  1830.0  1403.7   787.7   236.2   213.2     0.0
            V      54.4    69.1    90.6   105.2   115.9   116.3   119.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.3    75.9    90.6   105.2   115.9   116.3   119.9
            M    1930.8  1784.7  1403.7   787.7   236.2   213.2     0.0
Total     : M+   4639.0  4085.6  3104.7  1712.7   508.9   459.1     0.0
            V      76.4   112.9   156.2   192.7   218.2   219.2   227.8
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    83.2   119.7   156.2   192.7   218.2   219.2   227.8
            M    4519.7  4040.4  3104.7  1712.7   508.9   459.1     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.141   0.442   0.782   1.023   1.164   1.212 
Bottom        -0.113  -0.352  -0.622  -0.809  -0.916  -0.954 
 
Prestress
Precast-top   -0.306  -0.436  -0.620  -0.802  -0.981  -0.981 
Bottom         3.190   3.289   3.428   3.563   3.695   3.695 
 
Total
Precast-top   -0.164   0.005   0.162   0.221   0.183   0.231 
Bottom         3.077   2.937   2.806   2.754   2.779   2.740 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.81 %)
             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    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.019   0.063   0.115   0.152   0.174   0.182 
Precast-top   -0.054  -0.019   0.004   0.555   1.176   1.569   1.737   1.850 
Bottom         0.651   2.588   2.566   2.057   1.484   1.117   0.954   0.854 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67
 
Beam-Self
Precast-top    0.141   0.442   0.782   1.023   1.164   1.212 
Bottom        -0.113  -0.352  -0.622  -0.809  -0.916  -0.954 
 
Prestress
Precast-top   -0.306  -0.436  -0.620  -0.802  -0.981  -0.981 
Bottom         3.190   3.289   3.428   3.563   3.695   3.695 
 
Total
Precast-top   -0.164   0.005   0.162   0.221   0.183   0.231 
Bottom         3.077   2.937   2.806   2.754   2.779   2.740 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.81 %)
             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    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59    9.47   19.60   29.73   39.87   50.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.077   0.085   0.283   0.505   0.657   0.736   0.735 
Precast-top   -0.027   0.043   0.060   0.470   0.931   1.231   1.367   1.420 
Bottom         0.325   1.151   1.125   0.503  -0.190  -0.650  -0.870  -0.910 
 

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
    347.3    6.5   58.7    0.827   3.1   6.00e-3 50.0    355.1     1.451    3.017      0.00
      0.0    0.8   58.3     42.0 0.144      27.7 0.87    12.00     0.109    1.727 
Transfer:   3.00
    334.1    6.5   58.7    3.720  14.1  -0.02e-3 28.9    206.5     0.401    1.760      0.00
    700.6    3.4   57.0    189.0 0.138     150.7 4.86    12.00     0.109    1.785 
Critical:   5.40
    320.5    6.5   58.7    4.250  14.1  -0.05e-3 28.8    187.9     0.364    1.760      0.00
   1342.0    3.9   56.8    189.0 0.132     154.1 4.99    12.00     0.109    1.853 
0.1L    :  10.13
    293.8    6.5   58.7    5.285  14.1  -0.05e-3 28.8    160.2     0.313    0.827      0.00
   2581.5    4.8   56.3    189.0 0.122     152.1 4.97    24.00     0.109    1.804 
0.2L    :  20.27
    239.4    6.5   55.7    6.510  14.1   0.15e-3 29.5    127.5     0.272    0.496      0.00
   4577.4    5.1   53.1    189.0 0.104     124.4 4.31    24.00     0.109    1.395 
0.3L    :  30.40
    186.2    6.5   57.2    6.510  14.1   1.31e-3 33.6    121.0     0.294    0.413      0.00
   5933.3    5.1   54.7    189.0 0.077      71.8 2.42    24.00     0.109    1.237 
0.4L    :  40.53
    134.2    6.5   58.8    6.510   0.0   1.73e-3 35.0     85.2     0.213    0.413      0.00
   6636.2    5.1   56.2    189.0 0.058      63.9 2.09    24.00     0.109    1.539 
0.5L    :  50.67
     83.3    6.5   58.8    6.510   0.0   1.54e-3 34.4     24.5     0.109    0.413      0.00
   6713.3    5.1   56.2    189.0 0.036      68.0 2.23    24.00     0.109    2.569 
0.6L    :  60.80
    134.2    6.5   58.8    6.510   0.0   1.73e-3 35.0     85.2     0.213    0.413      0.00
   6636.2    5.1   56.2    189.0 0.058      63.9 2.09    24.00     0.109    1.539 
0.7L    :  70.93
    186.2    6.5   57.2    6.510  14.1   1.31e-3 33.6    121.0     0.294    0.413      0.00
   5933.3    5.1   54.7    189.0 0.077      71.8 2.42    24.00     0.109    1.237 
0.8L    :  81.07
    239.4    6.5   55.7    6.510  14.1   0.15e-3 29.5    127.5     0.272    0.496      0.00
   4577.4    5.1   53.1    189.0 0.104     124.4 4.31    24.00     0.109    1.395 
0.9L    :  91.20
    293.8    6.5   58.7    5.285  14.1  -0.05e-3 28.8    160.2     0.313    0.827      0.00
   2581.5    4.8   56.3    189.0 0.122     152.1 4.97    24.00     0.109    1.804 
Critical:  95.94
    320.5    6.5   58.7    4.250  14.1  -0.05e-3 28.8    187.9     0.364    1.760      0.00
   1342.0    3.9   56.8    189.0 0.132     154.1 4.99    12.00     0.109    1.853 
Transfer:  98.33
    334.1    6.5   58.7    3.720  14.1  -0.02e-3 28.9    206.5     0.401    1.760      0.00
    700.6    3.4   57.0    189.0 0.138     150.7 4.86    12.00     0.109    1.785 
Bearing : 100.67
    347.3    6.5   58.7    0.827   3.1   6.00e-3 50.0    355.1     1.451    3.017      0.00
      0.0    0.8   58.3     42.0 0.144      27.7 0.87    12.00     0.109    1.727 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1276.09
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.55
 
 
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
    347.3      6.62     58.71    0.77       58.32    24.00      0.300      1.456      0.000      3.017 
Transfer:      2.33
    334.1      6.51     58.71    3.42       57.00    24.00      0.300      1.421      0.000      1.760 
Critical:      4.73
    320.6      6.27     58.71    3.90       56.76    24.00      0.300      1.342      0.000      1.760 
0.1L    :      9.47
    293.8      5.80     58.71    4.82       56.30    24.00      0.300      1.183      0.000      0.827 
0.2L    :     19.60
    239.4      5.01     55.72    5.14       53.15    24.00      0.300      0.918      0.000      0.496 
0.3L    :     29.73
    186.2      3.78     57.25    5.15       54.68    24.00      0.300      0.512      0.000      0.413 
0.4L    :     39.87
    134.2      2.65     58.78    5.15       56.21    24.00      0.300      0.134      0.000      0.413 
0.5L    :     50.00
     83.3      1.65     58.78    5.15       56.21    24.00      0.300      0.000      0.000      0.413 
0.6L    :     60.13
    134.2      2.65     58.78    5.15       56.21    24.00      0.300      0.134      0.000      0.413 
0.7L    :     70.27
    186.2      3.78     57.25    5.15       54.68    24.00      0.300      0.512      0.000      0.413 
0.8L    :     80.40
    239.4      5.01     55.72    5.14       53.15    24.00      0.300      0.918      0.000      0.496 
0.9L    :     90.53
    293.8      5.80     58.71    4.82       56.30    24.00      0.300      1.183      0.000      0.827 
Critical:     95.27
    320.6      6.27     58.71    3.90       56.76    24.00      0.300      1.342      0.000      1.760 
Transfer:     97.67
    334.1      6.51     58.71    3.42       57.00    24.00      0.300      1.421      0.000      1.760 
Bearing :    100.00
    347.3      6.62     58.71    0.77       58.32    24.00      0.300      1.456      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 = 9.47 ft
Prestress      :       1.084  1.80      1.952  2.20      2.386
Self Wt.       :      -0.405  1.85     -0.749  2.40     -0.972
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          :       0.680            1.203            1.414
 
At 0.2 x L = 19.60 ft
Prestress      :       1.946  1.80      3.503  2.20      4.282
Self Wt.       :      -0.762  1.85     -1.409  2.40     -1.829
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          :       1.184            2.094            2.453
 
At 0.3 x L = 29.73 ft
Prestress      :       2.567  1.80      4.621  2.20      5.648
Self Wt.       :      -1.037  1.85     -1.918  2.40     -2.489
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          :       1.530            2.703            3.159
 
At 0.4 x L = 39.87 ft
Prestress      :       2.933  1.80      5.279  2.20      6.453
Self Wt.       :      -1.207  1.85     -2.233  2.40     -2.896
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          :       1.726            3.047            3.556
 
At 0.5 x L = 50.00 ft
Prestress      :       3.064  1.80      5.516  2.20      6.741
Self Wt.       :      -1.267  1.85     -2.344  2.40     -3.041
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          :       1.797            3.171            3.700
 
At 0.6 x L = 60.13 ft
Prestress      :       2.933  1.80      5.279  2.20      6.453
Self Wt.       :      -1.207  1.85     -2.233  2.40     -2.896
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          :       1.726            3.047            3.556
 
At 0.7 x L = 70.27 ft
Prestress      :       2.567  1.80      4.621  2.20      5.648
Self Wt.       :      -1.037  1.85     -1.918  2.40     -2.489
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          :       1.530            2.703            3.159
 
At 0.8 x L = 80.40 ft
Prestress      :       1.946  1.80      3.503  2.20      4.282
Self Wt.       :      -0.762  1.85     -1.409  2.40     -1.829
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          :       1.184            2.094            2.453
 
At 0.9 x L = 90.53 ft
Prestress      :       1.084  1.80      1.952  2.20      2.386
Self Wt.       :      -0.405  1.85     -0.749  2.40     -0.972
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          :       0.679            1.203            1.414
 

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
   688.5    53.1  4.292  264.3    4.0   3.42   4857.8  0.042T 1.00       -       -     -     -  
H/2     :   2.59
   763.3    53.1  4.358  264.2    4.1   3.47   4932.2  0.041T 1.00       -       -     -     -  
0.1L    :   9.47
  2581.5    54.2  6.098  262.1    5.7   4.82   6895.3  0.029T 1.00       -       -     -     -  
0.2L    :  19.60
  4721.4    55.7  6.510  261.8    6.0   5.14   7548.0  0.027T 1.00    913.0   913.0    8.27    -  
0.3L    :  29.73
  6216.6    57.2  6.510  262.0    6.1   5.15   7771.8  0.027T 1.00    728.3   728.3   10.67    -  
0.4L    :  39.87
  7110.2    58.8  6.510  262.2    6.1   5.15   7995.6  0.027T 1.00    627.5   627.5   12.74    -  
0.5L    :  50.00
  7377.6    58.8  6.510  262.2    6.1   5.15   7995.6  0.027T 1.00    587.7   587.7   13.60    -  
0.6L    :  60.13
  7110.2    58.8  6.510  262.2    6.1   5.15   7995.6  0.027T 1.00    627.5   627.5   12.74    -  
0.7L    :  70.27
  6216.6    57.2  6.510  262.0    6.1   5.15   7771.8  0.027T 1.00    728.3   728.3   10.67    -  
0.8L    :  80.40
  4721.4    55.7  6.510  261.8    6.0   5.14   7548.0  0.027T 1.00    913.0   913.0    8.27    -  
0.9L    :  90.53
  2581.5    54.2  6.098  262.1    5.7   4.82   6895.3  0.029T 1.00       -       -     -     -  
H/2     :  97.41
   763.3    53.1  4.358  264.2    4.1   3.47   4932.2  0.041T 1.00       -       -     -     -  
Transfer:  97.67
   688.5    53.1  4.292  264.3    4.0   3.42   4857.8  0.042T 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 1-15; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.059
        M   2.00 Fb     0.149
 
  2   2 E  50.00 Ft     0.364
        M   4.00 Fb     0.101
 
  3   2 E  48.00 Ft     0.653
        M   2.00 Fb     0.066
 
  4   2 E   6.00 Ft     0.605
        M   6.00 Fb     0.301
 
  5   2 E   6.00 Ft     0.557
        M   6.00 Fb     0.536
 
  6   2 E   6.00 Ft     0.509
        M   6.00 Fb     0.770
 
  7   2 E   4.00 Ft     0.444
        M   4.00 Fb     1.019
 
  8   2 E   4.00 Ft     0.379
        M   4.00 Fb     1.267
 
  9   2 E   4.00 Ft     0.314
        M   4.00 Fb     1.516
 
 10   2 E   4.00 Ft     0.249
        M   4.00 Fb     1.764
 
 11   2 E   2.00 Ft     0.166
        M   2.00 Fb     2.027
 
 12   2 E   2.00 Ft     0.084
        M   2.00 Fb     2.289
 
 13   2 E   2.00 Ft     0.001
        M   2.00 Fb     2.552
 
 14   2 E   2.00 Ft    -0.082
        M   2.00 Fb     2.814
 
 15   2 E   2.00 Ft    -0.164
        M   2.00 Fb     3.076
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 101.33            Release Length, ft: 101.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  30
No. of strands, Draped:   4           No. of strands, Straight:  26
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  7.04 %               Final losses: 12.15 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.077     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.164       Trans
      Precast Top w/ reinf. (tension)      -0.588           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7995.60     7377.60     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   0.182     Midspan
    Pre.Top:   4.200  -0.000     Bearing    3.150   1.850     Midspan
    Pre.Bot:   4.200  -0.000     Bearing    3.150   2.588    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.503  -0.000     Bearing
    Pre.Bot:  -0.503  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.420     Midspan
    Pre.Bot:                                                             2.800   1.151    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.064  1.80      5.516  2.20      6.741
Self Wt.       :      -1.267  1.85     -2.344  2.40     -3.041
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          :       1.797            3.171            3.700
 
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

