 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTC95 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 95 feet, girder spacing is 9.25 feet, and deck overhang width is 3 feet 
                     and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) Hold-down points are at 0.4*(total length of beam)
                     (9) The beam lifting and supporting points are both assumed are 1.375 feet and 11 feet from 
                     the girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 6.5 ksi and 7.5 ksi, 
                     respectively.
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_fcac.tmp\BTC95-0_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 =   2309205.50
 
SPAN DATA
---------
Precast length    , ft =     96.330
Bearing-to-bearing, ft =     95.000
Release span      , ft =     96.330
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTC    3.500    691.8   178971.0  45.00  20.74  34.00   8.125
 2               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 3               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 4               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 5               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   8.125
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      7.500           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5249.690        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      6.500 
Eci ,ksi      =   5007.550
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.40L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: YES
------------------------------------------------
Left Barrier Weight, klf                 0.650
Right Barrier Weight, klf                0.650
Left Curb Weight, klf                    0.000
Right Curb Weight, klf                   0.000
Left Sidewalk, klf                       0.000
Right Sidewalk, klf                      0.000
Future Wearing Surface, ksf              0.020
Sacrificial Wearing Surface, in          0.750
Stay in Place Deck Forms, klf            0.000
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.035    0.00       0.035   95.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   95.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   95.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   95.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   95.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   95.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   95.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   95.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   95.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   95.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   95.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   47.500
   1    2        0.500   47.500
   1    3        0.500   47.500
   1    4        0.500   47.500
   1    5        0.250   47.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   95.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   95.00   Right Barrier Weight
   1    DW Area        0.020   40.83          -       -    Future Wearing Surface
 
TEMPERATURE LOADS
-----------------
 
LIVE LOADS
----------
Live load deflection: included.
ID: Design Lane (Type: Design Lane)
ID: Design Tandem (Type: Design Tandem)
ID: Design Truck (Type: Design Truck)
 
Pedestrian Load - NONE
 

ANALYSIS DATA:
--------------
ANALYSIS PARAMETERS DATA
------------------------
 
  Truck impact:       1.330 
  Lane  impact:       1.000 
  Strength II impact: 1.330 
  Fatigue impact:     1.150 
 
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
 
  Include sacrificial deck thick in ts:                     NO   
  Is Span Post-tensioned:                                   NO   
  Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO   
  ADTT (Average Daily Truck Traffic)    :                   5000 
  Percent of the specified force effect :                   1.00 
  Apply reduction of Moment for skew:                       NO   
 
NOTE: Beam specific dead and live load DFs are printed in beam level reports.
 
LOAD FACTORS: (Table 3.4.1-1 & 3.4.1-2)
---------------------------------------
 
               Live DC(max) DC(min) DW(max) DW(min) 
----------------------------------------------------
  Service I:   1.00    1.00    1.00    1.00    1.00 
  Service III: 0.80    1.00    1.00    1.00    1.00 
  Strength I:  1.75    1.25    0.90    1.50    0.65 
  Fatigue I:   1.75    -       -       -       -    
 
 
----------
 
  Ductility Factor:  1.00 
  Redundancy Factor: 1.00 
  Importance Factor: 1.00 
 
----------------------------------------------------------------------------------------------------


PROJECT PARAMETERS DATA:
------------------------
SPAN TO DEPTH RATIO (Table 2.5.2.6.3-1):
----------------------------------------
 
  Span Computed Allowable Status 
---------------------------------
     1    0.046     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              6.50 ksi 
  Elasticity          5007.5 ksi 
  Max comp              4.23 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.61 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      7.50 ksi    4.00 ksi 
  Elasticity 5249.69 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.50 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.38 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.52 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    6.50        7.50      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    6.50        7.50      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    6.50        7.50      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    6.50        7.50      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    6.50        7.50      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 34 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 38.53 ft from member end )
 
END PATTERN (Ycg = 10.00 in):
 
  12 @  2.000 in 10 @  4.000 in 6 @  6.000 in 2 @ 38.000 in 
  2 @ 40.000 in  2 @ 42.000 in                              
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 10 @  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  1.5000 No        
       2 US#6[M19]  60.0  0.88    3.00  1.5000  2.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  2.2500  3.0000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  3.0000  4.5000 Yes       
       2 US#5[M16]  60.0  0.62    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667 10.4170 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.4170 16.4170 Yes       
       2 US#5[M16]  60.0  0.62   15.00 16.4170 22.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 22.6670 73.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 73.6631 79.9131 Yes       
       2 US#5[M16]  60.0  0.62   12.00 79.9131 85.9131 Yes       
       2 US#5[M16]  60.0  0.62    9.00 85.9131 91.1634 Yes       
       2 US#5[M16]  60.0  0.62    8.00 91.1634 91.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 91.8301 93.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 93.3301 94.0801 Yes       
       2 US#6[M19]  60.0  0.88    3.00 94.0801 94.8301 Yes       
       2 US#6[M19]  60.0  0.88    2.75 94.8301 96.2051 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 96.3300       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:
 34 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 38.53 ft from member end )
 
END PATTERN (Ycg = 10.00 in):
 
  12 @  2.000 in 10 @  4.000 in 6 @  6.000 in 2 @ 38.000 in 
  2 @ 40.000 in  2 @ 42.000 in                              
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 10 @  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  1.5000 No        
       2 US#6[M19]  60.0  0.88    3.00  1.5000  2.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  2.2500  3.0000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  3.0000  4.5000 Yes       
       2 US#5[M16]  60.0  0.62    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667 10.4170 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.4170 16.4170 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 16.4170 22.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 22.6670 73.6631 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 73.6631 79.9131 Yes       
       2 US#5[M16]  60.0  0.62   12.00 79.9131 85.9131 Yes       
       2 US#5[M16]  60.0  0.62    9.00 85.9131 91.1634 Yes       
       2 US#5[M16]  60.0  0.62    8.00 91.1634 91.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 91.8301 93.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 93.3301 94.0801 Yes       
       2 US#6[M19]  60.0  0.88    3.00 94.0801 94.8301 Yes       
       2 US#6[M19]  60.0  0.88    2.75 94.8301 96.2051 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 96.3300       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:
 34 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 38.53 ft from member end )
 
END PATTERN (Ycg = 10.00 in):
 
  12 @  2.000 in 10 @  4.000 in 6 @  6.000 in 2 @ 38.000 in 
  2 @ 40.000 in  2 @ 42.000 in                              
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 10 @  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  1.5000 No        
       2 US#6[M19]  60.0  0.88    3.00  1.5000  2.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  2.2500  3.0000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  3.0000  4.5000 Yes       
       2 US#5[M16]  60.0  0.62    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667 10.4170 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.4170 16.4170 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 16.4170 22.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 22.6670 73.6631 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 73.6631 79.9131 Yes       
       2 US#5[M16]  60.0  0.62   12.00 79.9131 85.9131 Yes       
       2 US#5[M16]  60.0  0.62    9.00 85.9131 91.1634 Yes       
       2 US#5[M16]  60.0  0.62    8.00 91.1634 91.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 91.8301 93.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 93.3301 94.0801 Yes       
       2 US#6[M19]  60.0  0.88    3.00 94.0801 94.8301 Yes       
       2 US#6[M19]  60.0  0.88    2.75 94.8301 96.2051 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 96.3300       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:
 34 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 38.53 ft from member end )
 
END PATTERN (Ycg = 10.00 in):
 
  12 @  2.000 in 10 @  4.000 in 6 @  6.000 in 2 @ 38.000 in 
  2 @ 40.000 in  2 @ 42.000 in                              
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 10 @  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  1.5000 No        
       2 US#6[M19]  60.0  0.88    3.00  1.5000  2.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  2.2500  3.0000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  3.0000  4.5000 Yes       
       2 US#5[M16]  60.0  0.62    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667 10.4170 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.4170 16.4170 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 16.4170 22.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 22.6670 73.6631 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 73.6631 79.9131 Yes       
       2 US#5[M16]  60.0  0.62   12.00 79.9131 85.9131 Yes       
       2 US#5[M16]  60.0  0.62    9.00 85.9131 91.1634 Yes       
       2 US#5[M16]  60.0  0.62    8.00 91.1634 91.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 91.8301 93.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 93.3301 94.0801 Yes       
       2 US#6[M19]  60.0  0.88    3.00 94.0801 94.8301 Yes       
       2 US#6[M19]  60.0  0.88    2.75 94.8301 96.2051 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 96.3300       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:
 34 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 38.53 ft from member end )
 
END PATTERN (Ycg = 10.00 in):
 
  12 @  2.000 in 10 @  4.000 in 6 @  6.000 in 2 @ 38.000 in 
  2 @ 40.000 in  2 @ 42.000 in                              
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 10 @  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  1.5000 No        
       2 US#6[M19]  60.0  0.88    3.00  1.5000  2.2500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  2.2500  3.0000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  3.0000  4.5000 Yes       
       2 US#5[M16]  60.0  0.62    8.00  4.5000  5.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1667 10.4170 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.4170 16.4170 Yes       
       2 US#5[M16]  60.0  0.62   15.00 16.4170 22.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 22.6670 73.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 73.6631 79.9131 Yes       
       2 US#5[M16]  60.0  0.62   12.00 79.9131 85.9131 Yes       
       2 US#5[M16]  60.0  0.62    9.00 85.9131 91.1634 Yes       
       2 US#5[M16]  60.0  0.62    8.00 91.1634 91.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 91.8301 93.3301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 93.3301 94.0801 Yes       
       2 US#6[M19]  60.0  0.88    3.00 94.0801 94.8301 Yes       
       2 US#6[M19]  60.0  0.88    2.75 94.8301 96.2051 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 96.3300       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-BTC                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   95.00
     DC  Line       0.052      0.00       0.052   95.00
     DC  Line       0.076      0.00       0.076   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.330 ft
Release length = 96.330 ft
Design  length = 95.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.711   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.940   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.035   (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                  =        691.8 in2           1319.7 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           450455 in4#
Ht. of c.g.           =        20.74 in             34.32 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1525.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8127

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     8.97    18.60    28.23    37.87    47.50
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    699.5    726.4    725.1    726.4    726.4    726.4    726.4    726.4
  Yb      ,  in    20.62    20.20    20.23    20.15    20.08    20.00    19.93    19.93
  MI(Ixx) , in4   179864   183132   182964   183981   185355   186895   188602   188602
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1326.9   1352.4   1351.1   1352.4   1352.4   1352.4   1352.4   1352.4
  Yb      ,  in    34.19    33.72    33.74    33.69    33.66    33.62    33.58    33.58
  MI(Ixx) , in4   454754   470091   469319   471860   474564   477430   480456   480456

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  34 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 38.53 ft from member end )
END PATTERN (Ycg = 10.00 in):
    12 @  2.000 in    10 @  4.000 in     6 @  6.000 in     2 @ 38.000 in
     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    10 @  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     =    7.38 in2      Initial Pull          =     1446.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.622 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.527 ft
Holddown Force        =  19.811 kips     Beam Shrtng (PL/AE)   =      0.460 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)       
--------------------------------------------------------------------------------------
      3276.619         740 2424.698     17.140 69417.953   958.622     609.763        
 
 
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      1.5000     No
      2      US#6[M19]       60.00        0.88       3.00       1.5000      2.2500    Yes
      2      US#6[M19]       60.00        0.88       4.50       2.2500      3.0000    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.0000      4.5000    Yes
      2      US#5[M16]       60.00        0.62       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667     10.4170    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.4170     16.4170    Yes
      2      US#5[M16]       60.00        0.62      15.00      16.4170     22.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      22.6670     73.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      73.6631     79.9131    Yes
      2      US#5[M16]       60.00        0.62      12.00      79.9131     85.9131    Yes
      2      US#5[M16]       60.00        0.62       9.00      85.9131     91.1634    Yes
      2      US#5[M16]       60.00        0.62       8.00      91.1634     91.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      91.8301     93.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      93.3301     94.0801    Yes
      2      US#6[M19]       60.00        0.88       3.00      94.0801     94.8301    Yes
      2      US#6[M19]       60.00        0.88       2.75      94.8301     96.2051     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 96.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.3780 in2       Ycg =  3.65 in
         P_init    =     1446.2 kips  Ecc = 17.09 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.21 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.847 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.17 ksi    0.00 ksi
    due to Composite Loads                                 -2.10 ksi    0.00 ksi
    due to Live Loads                                      -6.82 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.94 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.21 ksi  ( 8.27 %)             9.24 ksi ( 4.72 %)
Total Prestress Losses                                    25.45 ksi (12.98 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.22    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    78.0    74.2   278.0   512.0   679.2   779.5   813.0
(Max)       V      34.2    32.5    32.6    27.8    20.8    13.9     6.9     0.0
DL-Prec.  : M       0.0    17.7    16.8    62.9   115.9   153.8   176.5   184.1
DC(Max)     V       7.8     7.4     7.4     6.3     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.1    82.8   310.5   571.9   758.6   870.6   907.9
Haunch (Max)V      38.2    36.3    36.4    31.0    23.3    15.5     7.8     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.3     3.5     4.7     5.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.0    30.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.4    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    16.8    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.4     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   211.1   200.9   748.4  1363.9  1784.2  2034.0  2099.2
            V     120.9   116.7   116.9   105.0    88.7    72.4    50.0    33.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   120.9   116.7   116.9   105.0    89.7    75.1    61.1    47.7
            M      -0.0   217.6   207.1   748.4  1289.6  1638.1  1787.2  1750.8
Total     : M+      0.0   443.8   422.3  1578.1  2892.4  3812.3  4362.2  4528.3
            V     223.0   213.9   214.3   187.9   150.9   113.9    70.8    33.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   223.0   213.9   214.3   187.9   151.9   116.6    81.9    47.8
            M      -0.0   450.2   428.5  1578.1  2818.1  3666.2  4115.4  4179.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.78   92.67   95.00
Self wt.  : M     779.5   679.2   512.0   278.0    74.2    78.0     0.0
(Max)       V       6.9    13.9    20.8    27.8    32.6    32.5    34.2
DL-Prec.  : M     176.5   153.8   115.9    62.9    16.8    17.7     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     7.4     7.4     7.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     870.6   758.6   571.9   310.5    82.8    87.1     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    36.4    36.3    38.2
Diaphragm : M       4.7     3.5     2.3     1.1     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.2   279.0   210.3   114.2    30.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.4    13.4    14.1
DL-Comp   : M     176.7   153.9   116.1    63.0    16.8    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.4     7.4     7.8
LL + I    : M+   2034.0  1784.2  1363.9   748.4   200.9   211.1     0.0
            V      50.0    72.4    88.7   105.0   116.9   116.7   120.9
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    61.1    75.1    89.7   105.0   116.9   116.7   120.9
            M    1787.2  1638.1  1289.6   748.4   207.1   217.6    -0.0
Total     : M+   4362.2  3812.3  2892.4  1578.1   422.3   443.8     0.0
            V      70.8   113.9   150.9   187.9   214.3   213.9   223.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    81.9   116.6   151.9   187.9   214.3   213.9   223.0
            M    4115.4  3666.2  2818.1  1578.1   428.5   450.2    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               34.2             34.2
Deck+Haunch            38.2             38.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            7.8              7.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           38.8             38.8
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    78.0    74.2   278.0   512.0   679.2   779.5   813.0
(Max)       V      34.2    32.5    32.6    27.8    20.8    13.9     6.9     0.0
DL-Prec.  : M       0.0    17.7    16.8    62.9   115.9   153.8   176.5   184.1
DC(Max)     V       7.8     7.4     7.4     6.3     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.1    82.8   310.5   571.9   758.6   870.6   907.9
Haunch (Max)V      38.2    36.3    36.4    31.0    23.3    15.5     7.8     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.3     3.5     4.7     5.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.0    30.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.4    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    16.8    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.4     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   168.9   160.7   598.7  1091.1  1427.4  1627.2  1679.4
            V      96.7    93.4    93.5    84.0    71.0    57.9    40.0    26.9
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    96.7    93.4    93.5    84.0    71.8    60.1    48.9    38.2
            M      -0.0   174.0   165.7   598.7  1031.7  1310.5  1429.7  1400.7
Total     : M+      0.0   401.6   382.1  1428.4  2619.6  3455.4  3955.4  4108.5
            V     198.8   190.5   190.9   166.9   133.2    99.4    60.8    27.1
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   198.8   190.5   190.9   166.9   134.0   101.6    69.7    38.3
            M      -0.0   406.7   387.0  1428.4  2560.2  3338.5  3758.0  3829.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.78   92.67   95.00
Self wt.  : M     779.5   679.2   512.0   278.0    74.2    78.0     0.0
(Max)       V       6.9    13.9    20.8    27.8    32.6    32.5    34.2
DL-Prec.  : M     176.5   153.8   115.9    62.9    16.8    17.7     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     7.4     7.4     7.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     870.6   758.6   571.9   310.5    82.8    87.1     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    36.4    36.3    38.2
Diaphragm : M       4.7     3.5     2.3     1.1     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.2   279.0   210.3   114.2    30.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.4    13.4    14.1
DL-Comp   : M     176.7   153.9   116.1    63.0    16.8    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.4     7.4     7.8
LL + I    : M+   1627.2  1427.4  1091.1   598.7   160.7   168.9     0.0
            V      40.0    57.9    71.0    84.0    93.5    93.4    96.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    48.9    60.1    71.8    84.0    93.5    93.4    96.7
            M    1429.7  1310.5  1031.7   598.7   165.7   174.0    -0.0
Total     : M+   3955.4  3455.4  2619.6  1428.4   382.1   401.6     0.0
            V      60.8    99.4   133.2   166.9   190.9   190.5   198.8
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    69.7   101.6   134.0   166.9   190.9   190.5   198.8
            M    3758.0  3338.5  2560.2  1428.4   387.0   406.7    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    97.5    92.7   347.5   640.0   849.0   974.4  1016.2
(Max)       V      42.8    40.7    40.8    34.7    26.0    17.4     8.7     0.0
Self wt.  : M       0.0    70.2    66.8   250.2   460.8   611.3   701.6   731.7
(Min)       V      30.8    29.3    29.4    25.0    18.7    12.5     6.2     0.0
DL-Prec.  : M       0.0    22.1    21.0    78.7   144.9   192.2   220.6   230.1
DC(Max)     V       9.7     9.2     9.2     7.9     5.9     3.9     2.0     0.0
DL-Prec.  : M       0.0    15.9    15.1    56.7   104.3   138.4   158.9   165.7
DC(Min)     V       7.0     6.6     6.6     5.7     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   108.8   103.5   388.1   714.8   948.2  1088.2  1134.9
Haunch (Max)V      47.8    45.4    45.6    38.8    29.1    19.4     9.7     0.0
Deck +    : M       0.0    78.4    74.6   279.4   514.7   682.7   783.5   817.1
Haunch (Min)V      34.4    32.7    32.8    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.4     0.3     1.4     2.9     4.4     5.9     7.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     1.0     2.1     3.2     4.3     5.3
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    40.0    38.1   142.7   262.9   348.7   400.2   417.4
DC(Max)     V      17.6    16.7    16.8    14.3    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    28.8    27.4   102.8   189.3   251.1   288.2   300.5
DC(Min)     V      12.7    12.0    12.1    10.3     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    26.5    25.2    94.5   174.1   230.9   265.0   276.4
DW(Max)     V      11.6    11.1    11.1     9.4     7.1     4.7     2.4     0.0
DL-Comp   : M       0.0    11.5    10.9    41.0    75.4   100.1   114.8   119.8
DW(Min)     V       5.0     4.8     4.8     4.1     3.1     2.0     1.0     0.0
LL + I    : M+      0.0   369.5   351.6  1309.7  2386.8  3122.4  3559.4  3673.7
            V     211.5   204.3   204.6   183.8   155.2   126.7    87.5    58.9
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   211.5   204.3   204.6   183.8   157.0   131.4   106.9    83.5
            M      -0.0   380.7   362.4  1309.7  2256.8  2866.7  3127.6  3064.0
Total     : M+      0.0   664.7   632.5  2362.6  4326.5  5696.0  6513.9  6756.1
            V     341.1   327.5   328.2   288.9   234.2   179.4   113.9    59.1
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   341.1   327.5   328.2   288.9   235.9   184.0   133.3    83.6
            M      -0.0   676.0   643.3  2362.6  4196.5  5440.2  6082.0  6146.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.78   92.67   95.00
Self wt.  : M     974.4   849.0   640.0   347.5    92.7    97.5     0.0
(Max)       V       8.7    17.4    26.0    34.7    40.8    40.7    42.8
Self wt.  : M     701.6   611.3   460.8   250.2    66.8    70.2     0.0
(Min)       V       6.2    12.5    18.7    25.0    29.4    29.3    30.8
DL-Prec.  : M     220.6   192.2   144.9    78.7    21.0    22.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.2     9.2     9.7
DL-Prec.  : M     158.9   138.4   104.3    56.7    15.1    15.9     0.0
DC(Min)     V       1.4     2.8     4.2     5.7     6.6     6.6     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1088.2   948.2   714.8   388.1   103.5   108.8     0.0
Haunch (Max)V       9.7    19.4    29.1    38.8    45.6    45.4    47.8
Deck +    : M     783.5   682.7   514.7   279.4    74.6    78.4     0.0
Haunch (Min)V       7.0    14.0    20.9    27.9    32.8    32.7    34.4
Diaphragm : M       5.9     4.4     2.9     1.4     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.3     3.2     2.1     1.0     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     400.2   348.7   262.9   142.7    38.1    40.0     0.0
DC(Max)     V       3.6     7.1    10.7    14.3    16.8    16.7    17.6
DL-Comp   : M     288.2   251.1   189.3   102.8    27.4    28.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.3    12.1    12.0    12.7
DL-Comp   : M     265.0   230.9   174.1    94.5    25.2    26.5     0.0
DW(Max)     V       2.4     4.7     7.1     9.4    11.1    11.1    11.6
DL-Comp   : M     114.8   100.1    75.4    41.0    10.9    11.5     0.0
DW(Min)     V       1.0     2.0     3.1     4.1     4.8     4.8     5.0
LL + I    : M+   3559.4  3122.4  2386.8  1309.7   351.6   369.5     0.0
            V      87.5   126.7   155.2   183.8   204.6   204.3   211.5
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   106.9   131.4   157.0   183.8   204.6   204.3   211.5
            M    3127.6  2866.7  2256.8  1309.7   362.4   380.7    -0.0
Total     : M+   6513.9  5696.0  4326.5  2362.6   632.5   664.7     0.0
            V     113.9   179.4   234.2   288.9   328.2   327.5   341.1
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   133.3   184.0   235.9   288.9   328.2   327.5   341.1
            M    6082.0  5440.2  4196.5  2362.6   643.3   676.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               42.8             42.8
Deck+Haunch            47.8             47.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            9.7              9.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           58.2             58.2
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    78.0    74.2   278.0   512.0   679.2   779.5   813.0
(Max)       V      34.2    32.5    32.6    27.8    20.8    13.9     6.9     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    17.7    16.8    62.9   115.9   153.8   176.5   184.1
DC(Max)     V       7.8     7.4     7.4     6.3     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.1    82.8   310.5   571.9   758.6   870.6   907.9
Haunch (Max)V      38.2    36.3    36.4    31.0    23.3    15.5     7.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.3     3.5     4.7     5.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    32.0    30.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.4    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    17.7    16.8    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.4     6.3     4.7     3.1     1.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   210.3   200.2   736.3  1311.5  1708.5  1911.0  1890.2
            V     121.2   117.3   117.5   106.2    91.2    69.7    54.7    39.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   121.2   117.3   117.5   106.2    91.2    76.2    61.2    46.2
            M       0.0   210.3   200.2   736.3  1311.5  1663.3  1791.9  1697.0
Total     : M+      0.0   443.0   421.5  1566.0  2840.0  3736.5  4239.3  4319.3
            V     223.4   214.5   214.9   189.1   153.4   111.2    75.6    39.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   223.4   214.5   214.9   189.1   153.4   117.7    82.0    46.4
            M       0.0   443.0   421.5  1566.0  2840.0  3691.4  4120.1  4126.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.78   92.67   95.00
Self wt.  : M     779.5   679.2   512.0   278.0    74.2    78.0     0.0
(Max)       V       6.9    13.9    20.8    27.8    32.6    32.5    34.2
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     176.5   153.8   115.9    62.9    16.8    17.7     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     7.4     7.4     7.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     870.6   758.6   571.9   310.5    82.8    87.1     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    36.4    36.3    38.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.7     3.5     2.3     1.1     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     320.2   279.0   210.3   114.2    30.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.4    13.4    14.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     176.7   153.9   116.1    63.0    16.8    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.4     7.4     7.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1911.0  1708.5  1311.5   736.3   200.2   210.3     0.0
            V      54.7    69.7    91.2   106.2   117.5   117.3   121.2
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    61.2    76.2    91.2   106.2   117.5   117.3   121.2
            M    1791.9  1663.3  1311.5   736.3   200.2   210.3     0.0
Total     : M+   4239.3  3736.5  2840.0  1566.0   421.5   443.0     0.0
            V      75.6   111.2   153.4   189.1   214.9   214.5   223.4
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    82.0   117.7   153.4   189.1   214.9   214.5   223.4
            M    4120.1  3691.4  2840.0  1566.0   421.5   443.0     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    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.164   0.488   0.863   1.127   1.280   1.334 
Bottom        -0.134  -0.396  -0.695  -0.902  -1.017  -1.060 
 
Prestress
Precast-top   -0.104  -0.302  -0.586  -0.865  -1.139  -1.139 
Bottom         3.698   3.851   4.067   4.276   4.478   4.478 
 
Total
Precast-top    0.060   0.185   0.277   0.262   0.141   0.195 
Bottom         3.565   3.455   3.372   3.375   3.461   3.418 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.42 %)
             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    2.22    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.007  -0.091  -0.085  -0.265  -0.514  -0.758  -0.998  -0.998
Bottom         0.747   3.239   3.120   3.373   3.562   3.745   3.922   3.922
 
Self wt.
Precast-top   -0.000   0.127   0.121   0.451   0.826   1.090   1.244   1.297
Bottom        -0.000  -0.103  -0.098  -0.365  -0.666  -0.872  -0.988  -1.031
 
DL-Prec (DC)
Precast-top   -0.000   0.029   0.027   0.102   0.187   0.247   0.282   0.294
Bottom        -0.000  -0.023  -0.022  -0.083  -0.151  -0.198  -0.224  -0.233
 
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   0.002   0.004   0.006   0.008   0.009
Bottom        -0.000  -0.000  -0.000  -0.001  -0.003  -0.005  -0.006  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.141   0.135   0.503   0.923   1.218   1.389   1.449
Bottom        -0.000  -0.115  -0.110  -0.408  -0.743  -0.974  -1.104  -1.151
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.012   0.046   0.085   0.112   0.128   0.133
Precast-top   -0.000   0.009   0.009   0.033   0.060   0.080   0.091   0.095
Bottom        -0.000  -0.028  -0.026  -0.098  -0.179  -0.236  -0.269  -0.280
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.007   0.025   0.047   0.062   0.071   0.074
Precast-top   -0.000   0.005   0.005   0.018   0.033   0.044   0.050   0.053
Bottom        -0.000  -0.015  -0.015  -0.054  -0.099  -0.130  -0.148  -0.155
 
LL+I(+)
Topping-top   -0.000   0.086   0.081   0.302   0.549   0.715   0.812   0.838
Precast-top   -0.000   0.061   0.058   0.215   0.391   0.510   0.580   0.599
Bottom        -0.000  -0.182  -0.173  -0.641  -1.161  -1.508  -1.706  -1.761
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.106   0.101   0.374   0.681   0.889   1.010   1.045 
Precast-top   -0.007   0.281   0.269   1.059   1.911   2.437   2.646   2.798 
Bottom         0.747   2.772   2.675   1.722   0.561  -0.177  -0.522  -0.696 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.019   0.072   0.131   0.174   0.198   0.207 
Precast-top   -0.007   0.220   0.211   0.844   1.520   1.926   2.066   2.199 
Bottom         0.747   2.954   2.848   2.363   1.722   1.331   1.184   1.065 
 

 
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    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.164   0.488   0.863   1.127   1.280   1.334 
Bottom        -0.134  -0.396  -0.695  -0.902  -1.017  -1.060 
 
Prestress
Precast-top   -0.104  -0.302  -0.586  -0.865  -1.139  -1.139 
Bottom         3.698   3.851   4.067   4.276   4.478   4.478 
 
Total
Precast-top    0.060   0.185   0.277   0.262   0.141   0.195 
Bottom         3.565   3.455   3.372   3.375   3.461   3.418 
 
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 = 12.42 %)
             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    2.22    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.007  -0.091  -0.085  -0.265  -0.514  -0.758  -0.998  -0.998
Bottom         0.747   3.239   3.120   3.373   3.562   3.745   3.922   3.922
 
Self wt.
Precast-top   -0.000   0.127   0.121   0.451   0.826   1.090   1.244   1.297
Bottom        -0.000  -0.103  -0.098  -0.365  -0.666  -0.872  -0.988  -1.031
 
DL-Prec (DC)
Precast-top   -0.000   0.029   0.027   0.102   0.187   0.247   0.282   0.294
Bottom        -0.000  -0.023  -0.022  -0.083  -0.151  -0.198  -0.224  -0.233
 
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   0.002   0.004   0.006   0.008   0.009
Bottom        -0.000  -0.000  -0.000  -0.001  -0.003  -0.005  -0.006  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.141   0.135   0.503   0.923   1.218   1.389   1.449
Bottom        -0.000  -0.115  -0.110  -0.408  -0.743  -0.974  -1.104  -1.151
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.012   0.046   0.085   0.112   0.128   0.133
Precast-top   -0.000   0.009   0.009   0.033   0.060   0.080   0.091   0.095
Bottom        -0.000  -0.028  -0.026  -0.098  -0.179  -0.236  -0.269  -0.280
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.007   0.025   0.047   0.062   0.071   0.074
Precast-top   -0.000   0.005   0.005   0.018   0.033   0.044   0.050   0.053
Bottom        -0.000  -0.015  -0.015  -0.054  -0.099  -0.130  -0.148  -0.155
 
LL+I(+)
Topping-top   -0.000   0.068   0.065   0.242   0.439   0.572   0.650   0.670
Precast-top   -0.000   0.049   0.046   0.172   0.313   0.408   0.464   0.479
Bottom        -0.000  -0.145  -0.139  -0.513  -0.929  -1.206  -1.365  -1.408
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.089   0.084   0.314   0.571   0.746   0.848   0.877 
Precast-top   -0.007   0.269   0.258   1.016   1.833   2.334   2.530   2.678 
Bottom         0.747   2.809   2.709   1.850   0.793   0.125  -0.181  -0.344 
 

 
 
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    2.22    8.97   18.60   28.23   37.87   47.50
F_LL+I(+)
Topping-top   -0.000   0.085   0.081   0.298   0.528   0.685   0.763   0.755
Precast-top   -0.000   0.061   0.058   0.212   0.376   0.489   0.545   0.539
Bottom        -0.000  -0.181  -0.173  -0.631  -1.116  -1.444  -1.603  -1.585
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.095   0.091   0.333   0.594   0.772   0.862   0.858 
Precast-top   -0.003   0.171   0.163   0.634   1.136   1.452   1.578   1.639 
Bottom         0.373   1.296   1.251   0.551  -0.255  -0.778  -1.011  -1.053 
 

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
    341.1    6.5   49.7    0.891   3.8   6.00e-3 50.0    351.0     1.699    3.840      0.00
      0.0    0.9   49.2     41.9 0.156      24.2 0.87    12.00     0.113    1.593 
Transfer:   3.00
    327.5    6.5   49.7    4.018  17.4  -0.04e-3 28.9    213.7     0.493    2.347      0.00
    676.0    3.9   47.7    189.0 0.149     132.8 4.94    12.00     0.113    1.647 
Critical:   4.63
    317.9    6.5   49.7    4.412  17.4  -0.06e-3 28.8    200.9     0.464    0.930      0.00
   1093.3    4.2   47.6    189.0 0.145     135.0 5.05    12.00     0.113    1.572 
0.1L    :   9.63
    288.9    6.5   49.7    5.601  17.4  -0.05e-3 28.8    171.7     0.402    0.827      0.00
   2362.6    5.3   47.0    189.0 0.132     132.0 4.99    12.00     0.113    1.565 
0.2L    :  19.27
    235.9    6.5   46.4    7.378  17.4  -0.01e-3 29.0    126.7     0.322    0.496      0.00
   4196.5    5.8   43.5    189.0 0.115     118.1 4.82    24.00     0.113    1.260 
0.3L    :  28.90
    184.0    6.5   48.0    7.378  17.4   1.04e-3 32.6    118.7     0.337    0.413      0.00
   5440.2    5.8   45.1    189.0 0.085      68.5 2.70    24.00     0.113    1.132 
0.4L    :  38.53
    133.3    6.5   49.6    7.378   0.0   1.43e-3 34.0     87.3     0.252    0.413      0.00
   6082.0    5.8   46.7    189.0 0.065      60.8 2.31    24.00     0.113    1.377 
0.5L    :  48.17
     83.6    6.5   49.6    7.378   0.0   1.27e-3 33.5     28.4     0.113    0.413      0.00
   6146.4    5.8   46.7    189.0 0.041      64.5 2.45    24.00     0.113    2.266 
0.6L    :  57.80
    133.3    6.5   49.6    7.378   0.0   1.43e-3 34.0     87.3     0.252    0.413      0.00
   6082.0    5.8   46.7    189.0 0.065      60.8 2.31    24.00     0.113    1.377 
0.7L    :  67.43
    184.0    6.5   48.0    7.378  17.4   1.04e-3 32.6    118.7     0.337    0.413      0.00
   5440.2    5.8   45.1    189.0 0.085      68.5 2.70    24.00     0.113    1.132 
0.8L    :  77.06
    235.9    6.5   46.4    7.378  17.4  -0.01e-3 29.0    126.7     0.322    0.496      0.00
   4196.5    5.8   43.5    189.0 0.115     118.1 4.82    24.00     0.113    1.260 
0.9L    :  86.70
    288.9    6.5   49.7    5.601  17.4  -0.05e-3 28.8    171.7     0.402    0.827      0.00
   2362.6    5.3   47.0    189.0 0.132     132.0 4.99    12.00     0.113    1.565 
Critical:  91.70
    317.9    6.5   49.7    4.412  17.4  -0.06e-3 28.8    200.9     0.464    0.930      0.00
   1093.3    4.2   47.6    189.0 0.145     135.0 5.05    12.00     0.113    1.572 
Transfer:  93.33
    327.5    6.5   49.7    4.018  17.4  -0.04e-3 28.9    213.7     0.493    1.760      0.00
    676.0    3.9   47.7    189.0 0.149     132.8 4.94    12.00     0.113    1.647 
Bearing :  95.67
    341.1    6.5   49.7    0.891   3.8   6.00e-3 50.0    351.0     1.699    3.840      0.00
      0.0    0.9   49.2     41.9 0.156      24.2 0.87    12.00     0.113    1.593 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1446.24
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    2.89
 
 
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
    341.1      7.70     49.68    0.87       49.24    24.00      0.300      1.816      0.000      0.000*
Transfer:      2.33
    327.5      7.62     49.68    3.86       47.75    24.00      0.300      1.791      0.000      2.347 
Critical:      3.96
    318.1      7.43     49.68    4.22       47.57    24.00      0.300      1.727      0.000      0.930 
0.1L    :      8.97
    288.9      6.83     49.68    5.32       47.02    24.00      0.300      1.526      0.000      0.827 
0.2L    :     18.60
    235.9      6.02     46.43    5.76       43.54    24.00      0.300      1.257      0.000      0.496 
0.3L    :     28.23
    184.0      4.53     48.01    5.77       45.13    24.00      0.300      0.760      0.000      0.413 
0.4L    :     37.87
    133.3      3.17     49.60    5.78       46.71    24.00      0.300      0.307      0.000      0.413 
0.5L    :     47.50
     83.6      1.99     49.60    5.78       46.71    24.00      0.300      0.000      0.000      0.413 
0.6L    :     57.13
    133.3      3.17     49.60    5.78       46.71    24.00      0.300      0.307      0.000      0.413 
0.7L    :     66.77
    184.0      4.53     48.01    5.77       45.13    24.00      0.300      0.760      0.000      0.413 
0.8L    :     76.40
    235.9      6.02     46.43    5.76       43.54    24.00      0.300      1.257      0.000      0.496 
0.9L    :     86.03
    288.9      6.83     49.68    5.32       47.02    24.00      0.300      1.526      0.000      0.827 
Critical:     91.04
    318.1      7.43     49.68    4.22       47.57    24.00      0.300      1.727      0.000      0.930 
Transfer:     92.67
    327.5      7.62     49.68    3.86       47.75    24.00      0.300      1.791      0.000      1.760 
Bearing :     95.00
    341.1      7.70     49.68    0.87       49.24    24.00      0.300      1.816      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.97 ft
Prestress      :       1.346  1.80      2.422  2.20      2.961
Self Wt.       :      -0.476  1.85     -0.880  2.40     -1.142
Deck + Haunch  :                       -0.453  2.30     -1.043
DL-Prec. (DC)  :                       -0.092  3.00     -0.276
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.065  3.00     -0.195
DL-Comp. (DW)  :                       -0.036  3.00     -0.108
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 18.60 ft
Prestress      :       2.419  1.80      4.355  2.20      5.323
Self Wt.       :      -0.893  1.85     -1.653  2.40     -2.144
Deck + Haunch  :                       -0.884  2.30     -2.033
DL-Prec. (DC)  :                       -0.179  3.00     -0.538
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.127  3.00     -0.381
DL-Comp. (DW)  :                       -0.070  3.00     -0.210
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 28.23 ft
Prestress      :       3.192  1.80      5.746  2.20      7.023
Self Wt.       :      -1.213  1.85     -2.244  2.40     -2.911
Deck + Haunch  :                       -1.215  2.30     -2.794
DL-Prec. (DC)  :                       -0.246  3.00     -0.739
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.175  3.00     -0.525
DL-Comp. (DW)  :                       -0.096  3.00     -0.289
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 37.87 ft
Prestress      :       3.641  1.80      6.554  2.20      8.011
Self Wt.       :      -1.408  1.85     -2.604  2.40     -3.379
Deck + Haunch  :                       -1.417  2.30     -3.258
DL-Prec. (DC)  :                       -0.287  3.00     -0.862
Diaphragm      :                       -0.007  3.00     -0.022
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.205  3.00     -0.614
DL-Comp. (DW)  :                       -0.113  3.00     -0.339
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 47.50 ft
Prestress      :       3.808  1.80      6.854  2.20      8.377
Self Wt.       :      -1.478  1.85     -2.735  2.40     -3.548
Deck + Haunch  :                       -1.490  2.30     -3.426
DL-Prec. (DC)  :                       -0.302  3.00     -0.906
Diaphragm      :                       -0.008  3.00     -0.023
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.215  3.00     -0.645
DL-Comp. (DW)  :                       -0.119  3.00     -0.356
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 57.13 ft
Prestress      :       3.641  1.80      6.554  2.20      8.011
Self Wt.       :      -1.408  1.85     -2.604  2.40     -3.379
Deck + Haunch  :                       -1.417  2.30     -3.258
DL-Prec. (DC)  :                       -0.287  3.00     -0.862
Diaphragm      :                       -0.007  3.00     -0.022
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.205  3.00     -0.614
DL-Comp. (DW)  :                       -0.113  3.00     -0.339
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 66.77 ft
Prestress      :       3.192  1.80      5.746  2.20      7.023
Self Wt.       :      -1.213  1.85     -2.244  2.40     -2.911
Deck + Haunch  :                       -1.215  2.30     -2.794
DL-Prec. (DC)  :                       -0.246  3.00     -0.739
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.175  3.00     -0.525
DL-Comp. (DW)  :                       -0.096  3.00     -0.289
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 76.40 ft
Prestress      :       2.419  1.80      4.355  2.20      5.323
Self Wt.       :      -0.893  1.85     -1.653  2.40     -2.144
Deck + Haunch  :                       -0.884  2.30     -2.033
DL-Prec. (DC)  :                       -0.179  3.00     -0.538
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.127  3.00     -0.381
DL-Comp. (DW)  :                       -0.070  3.00     -0.210
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 86.03 ft
Prestress      :       1.346  1.80      2.422  2.20      2.961
Self Wt.       :      -0.476  1.85     -0.880  2.40     -1.142
Deck + Haunch  :                       -0.453  2.30     -1.043
DL-Prec. (DC)  :                       -0.092  3.00     -0.276
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.065  3.00     -0.195
DL-Comp. (DW)  :                       -0.036  3.00     -0.108
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
   664.7    43.7  4.879  262.2    4.5   3.86   4456.7  0.031T 1.00       -       -     -     -  
H/2     :   2.22
   632.5    43.7  4.690  262.4    4.4   3.71   4294.3  0.032T 1.00       -       -     -     -  
0.1L    :   8.97
  2362.6    44.8  6.801  259.4    6.3   5.32   6202.0  0.022T 1.00       -       -     -     -  
0.2L    :  18.60
  4326.5    46.4  7.378  259.0    6.8   5.76   6933.0  0.020T 1.00   5205.9  5205.9    1.33    -  
0.3L    :  28.23
  5696.0    48.0  7.378  259.3    6.8   5.77   7195.0  0.020T 1.00   5291.2  5291.2    1.36    -  
0.4L    :  37.87
  6513.9    49.6  7.378  259.6    6.8   5.78   7457.1  0.020T 1.00   5461.1  5461.1    1.37    -  
0.5L    :  47.50
  6756.1    49.6  7.378  259.6    6.8   5.78   7457.1  0.020T 1.00   5420.4  5420.4    1.38    -  
0.6L    :  57.13
  6513.9    49.6  7.378  259.6    6.8   5.78   7457.1  0.020T 1.00   5461.1  5461.1    1.37    -  
0.7L    :  66.77
  5696.0    48.0  7.378  259.3    6.8   5.77   7195.0  0.020T 1.00   5291.2  5291.2    1.36    -  
0.8L    :  76.40
  4326.5    46.4  7.378  259.0    6.8   5.76   6933.0  0.020T 1.00   5205.9  5205.9    1.33    -  
0.9L    :  86.03
  2362.6    44.8  6.801  259.4    6.3   5.32   6202.0  0.022T 1.00       -       -     -     -  
H/2     :  92.78
   632.5    43.7  4.690  262.4    4.4   3.71   4294.3  0.032T 1.00       -       -     -     -  
Transfer:  92.67
   664.7    43.7  4.879  262.2    4.5   3.86   4456.7  0.031T 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 1-17; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.072
        M   2.00 Fb     0.154
 
  2   2 E  42.00 Ft     0.407
        M   6.00 Fb     0.093
 
  3   2 E  40.00 Ft     0.720
        M   4.00 Fb     0.051
 
  4   2 E  38.00 Ft     1.010
        M   2.00 Fb     0.027
 
  5   2 E   6.00 Ft     0.964
        M   6.00 Fb     0.278
 
  6   2 E   6.00 Ft     0.917
        M   6.00 Fb     0.528
 
  7   2 E   6.00 Ft     0.871
        M   6.00 Fb     0.778
 
  8   2 E   4.00 Ft     0.801
        M   4.00 Fb     1.048
 
  9   2 E   4.00 Ft     0.731
        M   4.00 Fb     1.317
 
 10   2 E   4.00 Ft     0.662
        M   4.00 Fb     1.586
 
 11   2 E   4.00 Ft     0.592
        M   4.00 Fb     1.855
 
 12   2 E   4.00 Ft     0.523
        M   4.00 Fb     2.124
 
 13   2 E   2.00 Ft     0.430
        M   2.00 Fb     2.412
 
 14   2 E   2.00 Ft     0.338
        M   2.00 Fb     2.700
 
 15   2 E   2.00 Ft     0.245
        M   2.00 Fb     2.988
 
 16   2 E   2.00 Ft     0.153
        M   2.00 Fb     3.276
 
 17   2 E   2.00 Ft     0.060
        M   2.00 Fb     3.564
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 96.33            Release Length, ft: 96.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  34
No. of strands, Draped:   6           No. of strands, Straight:  28
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.27 %               Final losses: 12.98 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       3.565     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.060       Trans
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7457.11     6756.09     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.045     Midspan    1.800   0.207     Midspan
    Pre.Top:   4.500   2.798     Midspan    3.375   2.199     Midspan
    Pre.Bot:   4.500   2.772    Transfer    3.375   2.954    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520  -0.007     Bearing
    Pre.Bot:  -0.520  -0.344     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.639     Midspan
    Pre.Bot:                                                             3.000   1.296    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.808  1.80      6.854  2.20      8.377
Self Wt.       :      -1.478  1.85     -2.735  2.40     -3.548
Deck + Haunch  :                       -1.490  2.30     -3.426
DL-Prec. (DC)  :                       -0.302  3.00     -0.906
Diaphragm      :                       -0.008  3.00     -0.023
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.215  3.00     -0.645
DL-Comp. (DW)  :                       -0.119  3.00     -0.356
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-BTC                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   95.00
     DC  Line       0.087      0.00       0.087   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.330 ft
Release length = 96.330 ft
Design  length = 95.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 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)  : 0.504   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.182   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.946   (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                  =        691.8 in2           1404.7 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           468983 in4#
Ht. of c.g.           =        20.74 in             35.23 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8127

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     8.97    18.60    28.23    37.87    47.50
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    699.5    726.4    725.1    726.4    726.4    726.4    726.4    726.4
  Yb      ,  in    20.62    20.20    20.23    20.15    20.08    20.00    19.93    19.93
  MI(Ixx) , in4   179864   183132   182964   183981   185355   186895   188602   188602
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1412.0   1437.4   1436.1   1437.4   1437.4   1437.4   1437.4   1437.4
  Yb      ,  in    35.10    34.65    34.67    34.62    34.59    34.55    34.51    34.51
  MI(Ixx) , in4   473611   490118   489287   491954   494755   497717   500840   500840

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  34 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 38.53 ft from member end )
END PATTERN (Ycg = 10.00 in):
    12 @  2.000 in    10 @  4.000 in     6 @  6.000 in     2 @ 38.000 in
     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    10 @  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     =    7.38 in2      Initial Pull          =     1446.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.718 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.648 ft
Holddown Force        =  19.811 kips     Beam Shrtng (PL/AE)   =      0.460 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)       
--------------------------------------------------------------------------------------
      3276.619         740 2424.698     17.140 69417.953   958.622     609.763        
 
 
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      1.5000     No
      2      US#6[M19]       60.00        0.88       3.00       1.5000      2.2500    Yes
      2      US#6[M19]       60.00        0.88       4.50       2.2500      3.0000    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.0000      4.5000    Yes
      2      US#5[M16]       60.00        0.62       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667     10.4170    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.4170     16.4170    Yes
      2      US#5[M16]       60.00        0.62      15.00*     16.4170     22.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      22.6670     73.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00*     73.6631     79.9131    Yes
      2      US#5[M16]       60.00        0.62      12.00      79.9131     85.9131    Yes
      2      US#5[M16]       60.00        0.62       9.00      85.9131     91.1634    Yes
      2      US#5[M16]       60.00        0.62       8.00      91.1634     91.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      91.8301     93.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      93.3301     94.0801    Yes
      2      US#6[M19]       60.00        0.88       3.00      94.0801     94.8301    Yes
      2      US#6[M19]       60.00        0.88       2.75      94.8301     96.2051     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 96.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.3780 in2       Ycg =  3.65 in
         P_init    =     1446.2 kips  Ecc = 17.09 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.21 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.847 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.64 ksi    0.00 ksi
    due to Composite Loads                                 -2.08 ksi    0.00 ksi
    due to Live Loads                                      -6.13 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.94 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.21 ksi  ( 8.27 %)             9.50 ksi ( 4.84 %)
Total Prestress Losses                                    25.70 ksi (13.11 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.22    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    78.0    74.2   278.0   512.0   679.2   779.5   813.0
(Max)       V      34.2    32.5    32.6    27.8    20.8    13.9     6.9     0.0
DL-Prec.  : M       0.0    13.2    12.5    47.0    86.5   114.7   131.7   137.3
DC(Max)     V       5.8     5.5     5.5     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.9    94.1   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.4    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.6     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    32.0    30.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.4    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    16.8    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.4     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   191.8   182.5   679.9  1239.1  1621.0  1847.9  1907.2
            V     138.0   133.3   133.6   119.9   101.3    82.7    57.1    38.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   138.0   133.3   133.6   119.9   102.4    85.7    69.7    54.5
            M      -0.0   197.7   188.2   679.9  1171.6  1488.3  1623.7  1590.7
Total     : M+      0.0   432.1   411.1  1536.8  2818.0  3716.3  4253.9  4418.4
            V     243.5   233.6   234.1   205.5   165.6   125.6    78.7    38.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   243.5   233.6   234.1   205.5   166.7   128.7    91.3    54.7
            M      -0.0   437.9   416.8  1536.8  2750.5  3583.5  4029.7  4101.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.78   92.67   95.00
Self wt.  : M     779.5   679.2   512.0   278.0    74.2    78.0     0.0
(Max)       V       6.9    13.9    20.8    27.8    32.6    32.5    34.2
DL-Prec.  : M     131.7   114.7    86.5    47.0    12.5    13.2     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5    94.1    98.9     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.4    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     320.2   279.0   210.3   114.2    30.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.4    13.4    14.1
DL-Comp   : M     176.7   153.9   116.1    63.0    16.8    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.4     7.4     7.8
LL + I    : M+   1847.9  1621.0  1239.1   679.9   182.5   191.8     0.0
            V      57.1    82.7   101.3   119.9   133.6   133.3   138.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.7    85.7   102.4   119.9   133.6   133.3   138.0
            M    1623.7  1488.3  1171.6   679.9   188.2   197.7    -0.0
Total     : M+   4253.9  3716.3  2818.0  1536.8   411.1   432.1     0.0
            V      78.7   125.6   165.6   205.5   234.1   233.6   243.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    91.3   128.7   166.7   205.5   234.1   233.6   243.5
            M    4029.7  3583.5  2750.5  1536.8   416.8   437.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               34.2             34.2
Deck+Haunch            43.4             43.4
Diaphragm               0.2              0.3
DL-Prec.(DC)            5.8              5.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           38.8             38.8
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    78.0    74.2   278.0   512.0   679.2   779.5   813.0
(Max)       V      34.2    32.5    32.6    27.8    20.8    13.9     6.9     0.0
DL-Prec.  : M       0.0    13.2    12.5    47.0    86.5   114.7   131.7   137.3
DC(Max)     V       5.8     5.5     5.5     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.9    94.1   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.4    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.6     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    32.0    30.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.4    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    16.8    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.4     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   153.5   146.0   543.9   991.3  1296.8  1478.3  1525.8
            V     110.4   106.7   106.8    95.9    81.1    66.2    45.7    30.8
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   110.4   106.7   106.8    95.9    82.0    68.6    55.8    43.6
            M      -0.0   158.1   150.5   543.9   937.3  1190.6  1299.0  1272.5
Total     : M+      0.0   393.7   374.6  1400.8  2570.1  3392.0  3884.3  4037.0
            V     215.9   207.0   207.4   181.6   145.3   109.1    67.3    31.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   215.9   207.0   207.4   181.6   146.2   111.5    77.4    43.8
            M      -0.0   398.4   379.1  1400.8  2516.2  3285.8  3705.0  3783.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.78   92.67   95.00
Self wt.  : M     779.5   679.2   512.0   278.0    74.2    78.0     0.0
(Max)       V       6.9    13.9    20.8    27.8    32.6    32.5    34.2
DL-Prec.  : M     131.7   114.7    86.5    47.0    12.5    13.2     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5    94.1    98.9     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.4    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     320.2   279.0   210.3   114.2    30.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.4    13.4    14.1
DL-Comp   : M     176.7   153.9   116.1    63.0    16.8    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.4     7.4     7.8
LL + I    : M+   1478.3  1296.8   991.3   543.9   146.0   153.5     0.0
            V      45.7    66.2    81.1    95.9   106.8   106.7   110.4
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    55.8    68.6    82.0    95.9   106.8   106.7   110.4
            M    1299.0  1190.6   937.3   543.9   150.5   158.1    -0.0
Total     : M+   3884.3  3392.0  2570.1  1400.8   374.6   393.7     0.0
            V      67.3   109.1   145.3   181.6   207.4   207.0   215.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    77.4   111.5   146.2   181.6   207.4   207.0   215.9
            M    3705.0  3285.8  2516.1  1400.8   379.1   398.4    -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    2.22    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    97.5    92.7   347.5   640.0   849.0   974.4  1016.2
(Max)       V      42.8    40.7    40.8    34.7    26.0    17.4     8.7     0.0
Self wt.  : M       0.0    70.2    66.8   250.2   460.8   611.3   701.6   731.7
(Min)       V      30.8    29.3    29.4    25.0    18.7    12.5     6.2     0.0
DL-Prec.  : M       0.0    16.5    15.7    58.7   108.1   143.4   164.6   171.6
DC(Max)     V       7.2     6.9     6.9     5.9     4.4     2.9     1.5     0.0
DL-Prec.  : M       0.0    11.9    11.3    42.3    77.8   103.3   118.5   123.6
DC(Min)     V       5.2     4.9     5.0     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   123.6   117.6   440.6   811.6  1076.6  1235.6  1288.6
Haunch (Max)V      54.3    51.6    51.7    44.0    33.0    22.0    11.0     0.0
Deck +    : M       0.0    89.0    84.7   317.3   584.4   775.2   889.6   927.8
Haunch (Min)V      39.1    37.1    37.2    31.7    23.8    15.8     7.9     0.0
Diaphragm : M       0.0     0.7     0.7     2.8     5.8     8.8    11.8    14.8
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     2.0     4.2     6.4     8.5    10.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    40.0    38.1   142.7   262.9   348.7   400.2   417.4
DC(Max)     V      17.6    16.7    16.8    14.3    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    28.8    27.4   102.8   189.3   251.1   288.2   300.5
DC(Min)     V      12.7    12.0    12.1    10.3     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    26.5    25.2    94.5   174.1   230.9   265.0   276.4
DW(Max)     V      11.6    11.1    11.1     9.4     7.1     4.7     2.4     0.0
DL-Comp   : M       0.0    11.5    10.9    41.0    75.4   100.1   114.8   119.8
DW(Min)     V       5.0     4.8     4.8     4.1     3.1     2.0     1.0     0.0
LL + I    : M+      0.0   335.7   319.4  1189.9  2168.4  2836.8  3233.8  3337.6
            V     241.6   233.3   233.7   209.9   177.3   144.7    99.9    67.3
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   241.6   233.3   233.7   209.9   179.3   150.0   122.1    95.3
            M      -0.0   345.9   329.3  1189.9  2050.3  2604.5  2841.5  2783.7
Total     : M+      0.0   640.4   609.4  2276.7  4171.0  5494.3  6285.5  6522.7
            V     375.3   360.5   361.3   318.5   258.8   199.2   127.3    67.6
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   375.3   360.5   361.3   318.5   260.8   204.5   149.4    95.6
            M      -0.0   650.7   619.2  2276.7  4052.9  5262.0  5893.2  5968.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.78   92.67   95.00
Self wt.  : M     974.4   849.0   640.0   347.5    92.7    97.5     0.0
(Max)       V       8.7    17.4    26.0    34.7    40.8    40.7    42.8
Self wt.  : M     701.6   611.3   460.8   250.2    66.8    70.2     0.0
(Min)       V       6.2    12.5    18.7    25.0    29.4    29.3    30.8
DL-Prec.  : M     164.6   143.4   108.1    58.7    15.7    16.5     0.0
DC(Max)     V       1.5     2.9     4.4     5.9     6.9     6.9     7.2
DL-Prec.  : M     118.5   103.3    77.8    42.3    11.3    11.9     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     5.0     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1235.6  1076.6   811.6   440.6   117.6   123.6     0.0
Haunch (Max)V      11.0    22.0    33.0    44.0    51.7    51.6    54.3
Deck +    : M     889.6   775.2   584.4   317.3    84.7    89.0     0.0
Haunch (Min)V       7.9    15.8    23.8    31.7    37.2    37.1    39.1
Diaphragm : M      11.8     8.8     5.8     2.8     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.5     6.4     4.2     2.0     0.5     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     400.2   348.7   262.9   142.7    38.1    40.0     0.0
DC(Max)     V       3.6     7.1    10.7    14.3    16.8    16.7    17.6
DL-Comp   : M     288.2   251.1   189.3   102.8    27.4    28.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.3    12.1    12.0    12.7
DL-Comp   : M     265.0   230.9   174.1    94.5    25.2    26.5     0.0
DW(Max)     V       2.4     4.7     7.1     9.4    11.1    11.1    11.6
DL-Comp   : M     114.8   100.1    75.4    41.0    10.9    11.5     0.0
DW(Min)     V       1.0     2.0     3.1     4.1     4.8     4.8     5.0
LL + I    : M+   3233.8  2836.8  2168.4  1189.9   319.4   335.7     0.0
            V      99.9   144.7   177.3   209.9   233.7   233.3   241.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   122.1   150.0   179.3   209.9   233.7   233.3   241.6
            M    2841.5  2604.5  2050.3  1189.9   329.3   345.9    -0.0
Total     : M+   6285.5  5494.3  4171.0  2276.7   609.4   640.4     0.0
            V     127.3   199.2   258.8   318.5   361.3   360.5   375.3
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   149.4   204.5   260.8   318.5   361.3   360.5   375.3
            M    5893.2  5262.0  4052.9  2276.7   619.2   650.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               42.8             42.8
Deck+Haunch            54.3             54.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.2              7.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           58.2             58.2
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    78.0    74.2   278.0   512.0   679.2   779.5   813.0
(Max)       V      34.2    32.5    32.6    27.8    20.8    13.9     6.9     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    13.2    12.5    47.0    86.5   114.7   131.7   137.3
DC(Max)     V       5.8     5.5     5.5     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.9    94.1   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.4    35.2    26.4    17.6     8.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    32.0    30.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.4    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    17.7    16.8    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.4     6.3     4.7     3.1     1.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   132.4   126.0   463.5   825.6  1075.5  1203.0  1189.9
            V     110.8   107.2   107.4    97.1    83.3    63.7    50.0    36.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   110.8   107.2   107.4    97.1    83.3    69.6    55.9    42.2
            M       0.0   132.4   126.0   463.5   825.6  1047.1  1128.0  1068.3
Total     : M+      0.0   372.7   354.6  1320.4  2404.4  3170.7  3609.0  3701.1
            V     216.2   207.5   207.9   182.7   147.6   106.6    71.6    36.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   216.2   207.5   207.9   182.7   147.6   112.6    77.5    42.5
            M       0.0   372.7   354.6  1320.4  2404.4  3142.3  3534.0  3579.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.78   92.67   95.00
Self wt.  : M     779.5   679.2   512.0   278.0    74.2    78.0     0.0
(Max)       V       6.9    13.9    20.8    27.8    32.6    32.5    34.2
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     131.7   114.7    86.5    47.0    12.5    13.2     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5    94.1    98.9     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.4    41.3    43.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       9.5     7.1     4.7     2.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     320.2   279.0   210.3   114.2    30.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.4    13.4    14.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     176.7   153.9   116.1    63.0    16.8    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.4     7.4     7.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1203.0  1075.5   825.6   463.5   126.0   132.4     0.0
            V      50.0    63.7    83.3    97.1   107.4   107.2   110.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    55.9    69.6    83.3    97.1   107.4   107.2   110.8
            M    1128.0  1047.1   825.6   463.5   126.0   132.4     0.0
Total     : M+   3609.0  3170.7  2404.4  1320.4   354.6   372.7     0.0
            V      71.6   106.6   147.6   182.7   207.9   207.5   216.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    77.5   112.6   147.6   182.7   207.9   207.5   216.2
            M    3534.0  3142.3  2404.4  1320.4   354.6   372.7     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    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.164   0.488   0.863   1.127   1.280   1.334 
Bottom        -0.134  -0.396  -0.695  -0.902  -1.017  -1.060 
 
Prestress
Precast-top   -0.104  -0.302  -0.586  -0.865  -1.139  -1.139 
Bottom         3.698   3.851   4.067   4.276   4.478   4.478 
 
Total
Precast-top    0.060   0.185   0.277   0.262   0.141   0.195 
Bottom         3.565   3.455   3.372   3.375   3.461   3.418 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.42 %)
             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    2.22    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.018   0.065   0.120   0.159   0.181   0.189 
Precast-top   -0.007   0.231   0.222   0.882   1.590   2.019   2.173   2.312 
Bottom         0.747   2.945   2.839   2.330   1.660   1.250   1.091   0.967 
 

 
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    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.164   0.488   0.863   1.127   1.280   1.334 
Bottom        -0.134  -0.396  -0.695  -0.902  -1.017  -1.060 
 
Prestress
Precast-top   -0.104  -0.302  -0.586  -0.865  -1.139  -1.139 
Bottom         3.698   3.851   4.067   4.276   4.478   4.478 
 
Total
Precast-top    0.060   0.185   0.277   0.262   0.141   0.195 
Bottom         3.565   3.455   3.372   3.375   3.461   3.418 
 
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 = 12.42 %)
             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    2.22    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    8.97   18.60   28.23   37.87   47.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.058   0.055   0.204   0.364   0.473   0.529   0.529 
Precast-top   -0.003   0.149   0.143   0.558   1.003   1.281   1.389   1.455 
Bottom         0.373   1.360   1.312   0.773   0.138  -0.271  -0.449  -0.501 
 

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
    375.3    6.5   49.7    0.886   3.8   6.00e-3 50.0    389.0     1.881    3.840      0.00
      0.0    0.8   49.3     41.9 0.172      24.2 0.87    12.00     0.113    1.450 
Transfer:   3.00
    360.5    6.5   49.7    3.999  17.4  -0.02e-3 28.9    251.8     0.580    2.347      0.00
    650.7    3.4   48.0    189.0 0.164     131.4 4.87    12.00     0.113    1.503 
Critical:   4.65
    349.9    6.5   49.7    4.397  17.4  -0.04e-3 28.8    238.0     0.548    0.930      0.00
   1057.7    3.7   47.8    189.0 0.159     133.5 4.96    12.00     0.113    1.426 
0.1L    :   9.63
    318.5    6.5   49.7    5.579  17.4  -0.05e-3 28.8    204.1     0.475    0.827      0.00
   2276.7    4.7   47.3    189.0 0.146     132.4 4.97    12.00     0.113    1.427 
0.2L    :  19.27
    260.8    6.5   46.4    7.378  17.4  -0.01e-3 29.0    152.9     0.386    0.496      0.00
   4052.9    5.1   43.9    189.0 0.127     119.5 4.84    12.00     0.113    1.151 
0.3L    :  28.90
    204.5    6.5   48.0    7.378  17.4   0.86e-3 32.0    135.3     0.372    0.413      0.00
   5262.0    5.1   45.5    189.0 0.095      74.6 2.91    24.00     0.113    1.066 
0.4L    :  38.53
    149.4    6.5   49.6    7.378   0.0   1.23e-3 33.3     99.8     0.279    0.413      0.00
   5893.2    5.1   47.1    189.0 0.072      66.2 2.50    24.00     0.113    1.290 
0.5L    :  48.17
     95.6    6.5   49.6    7.378   0.0   1.06e-3 32.7     35.5     0.113    0.413      0.00
   5968.8    5.1   47.1    189.0 0.046      70.7 2.67    24.00     0.113    2.090 
0.6L    :  57.80
    149.4    6.5   49.6    7.378   0.0   1.23e-3 33.3     99.8     0.279    0.413      0.00
   5893.2    5.1   47.1    189.0 0.072      66.2 2.50    24.00     0.113    1.290 
0.7L    :  67.43
    204.5    6.5   48.0    7.378  17.4   0.86e-3 32.0    135.3     0.372    0.413      0.00
   5262.0    5.1   45.5    189.0 0.095      74.6 2.91    24.00     0.113    1.066 
0.8L    :  77.06
    260.8    6.5   46.4    7.378  17.4  -0.01e-3 29.0    152.9     0.386    0.496      0.00
   4052.9    5.1   43.9    189.0 0.127     119.5 4.84    12.00     0.113    1.151 
0.9L    :  86.70
    318.5    6.5   49.7    5.579  17.4  -0.05e-3 28.8    204.1     0.475    0.827      0.00
   2276.7    4.7   47.3    189.0 0.146     132.4 4.97    12.00     0.113    1.427 
Critical:  91.68
    349.9    6.5   49.7    4.397  17.4  -0.04e-3 28.8    238.0     0.548    0.930      0.00
   1057.7    3.7   47.8    189.0 0.159     133.5 4.96    12.00     0.113    1.426 
Transfer:  93.33
    360.5    6.5   49.7    3.999  17.4  -0.02e-3 28.9    251.8     0.580    1.760      0.00
    650.7    3.4   48.0    189.0 0.164     131.4 4.87    12.00     0.113    1.503 
Bearing :  95.67
    375.3    6.5   49.7    0.886   3.8   6.00e-3 50.0    389.0     1.881    3.840      0.00
      0.0    0.8   49.3     41.9 0.172      24.2 0.87    12.00     0.113    1.450 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1446.24
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    2.89
 
 
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
    375.3      8.46     49.68    0.77       49.30    24.00      0.300      2.070      0.012      0.000*
Transfer:      2.33
    360.5      8.35     49.68    3.39       47.99    24.00      0.300      2.033      0.000      2.347 
Critical:      3.99
    350.1      8.13     49.68    3.71       47.82    24.00      0.300      1.961      0.000      0.930 
0.1L    :      8.97
    318.5      7.47     49.68    4.68       47.34    24.00      0.300      1.742      0.000      0.827 
0.2L    :     18.60
    260.8      6.60     46.43    5.09       43.88    24.00      0.300      1.451      0.000      0.496 
0.3L    :     28.23
    204.5      5.00     48.01    5.09       45.47    24.00      0.300      0.916      0.000      0.413 
0.4L    :     37.87
    149.4      3.53     49.60    5.10       47.05    24.00      0.300      0.426      0.000      0.413 
0.5L    :     47.50
     95.6      2.26     49.60    5.10       47.05    24.00      0.300      0.003      0.000      0.413 
0.6L    :     57.13
    149.4      3.53     49.60    5.10       47.05    24.00      0.300      0.426      0.000      0.413 
0.7L    :     66.77
    204.5      5.00     48.01    5.09       45.47    24.00      0.300      0.916      0.000      0.413 
0.8L    :     76.40
    260.8      6.60     46.43    5.09       43.88    24.00      0.300      1.451      0.000      0.496 
0.9L    :     86.03
    318.5      7.47     49.68    4.68       47.34    24.00      0.300      1.742      0.000      0.827 
Critical:     91.01
    350.1      8.13     49.68    3.71       47.82    24.00      0.300      1.961      0.000      0.930 
Transfer:     92.67
    360.5      8.35     49.68    3.39       47.99    24.00      0.300      2.033      0.000      1.760 
Bearing :     95.00
    375.3      8.46     49.68    0.77       49.30    24.00      0.300      2.070      0.012      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.97 ft
Prestress      :       1.346  1.80      2.422  2.20      2.961
Self Wt.       :      -0.476  1.85     -0.880  2.40     -1.142
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          :       0.870            1.542            1.819
 
At 0.2 x L = 18.60 ft
Prestress      :       2.419  1.80      4.355  2.20      5.323
Self Wt.       :      -0.893  1.85     -1.653  2.40     -2.144
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          :       1.526            2.702            3.179
 
At 0.3 x L = 28.23 ft
Prestress      :       3.192  1.80      5.746  2.20      7.023
Self Wt.       :      -1.213  1.85     -2.244  2.40     -2.911
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          :       1.979            3.502            4.112
 
At 0.4 x L = 37.87 ft
Prestress      :       3.641  1.80      6.554  2.20      8.011
Self Wt.       :      -1.408  1.85     -2.604  2.40     -3.379
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.234            3.950            4.632
 
At 0.5 x L = 47.50 ft
Prestress      :       3.808  1.80      6.854  2.20      8.377
Self Wt.       :      -1.478  1.85     -2.735  2.40     -3.548
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.330            4.119            4.829
 
At 0.6 x L = 57.13 ft
Prestress      :       3.641  1.80      6.554  2.20      8.011
Self Wt.       :      -1.408  1.85     -2.604  2.40     -3.379
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.234            3.950            4.632
 
At 0.7 x L = 66.77 ft
Prestress      :       3.192  1.80      5.746  2.20      7.023
Self Wt.       :      -1.213  1.85     -2.244  2.40     -2.911
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          :       1.979            3.502            4.112
 
At 0.8 x L = 76.40 ft
Prestress      :       2.419  1.80      4.355  2.20      5.323
Self Wt.       :      -0.893  1.85     -1.653  2.40     -2.144
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          :       1.526            2.702            3.179
 
At 0.9 x L = 86.03 ft
Prestress      :       1.346  1.80      2.422  2.20      2.961
Self Wt.       :      -0.476  1.85     -0.880  2.40     -1.142
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          :       0.870            1.542            1.819
 

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
   640.4    43.7  4.856  263.1    4.0   3.39   4477.3  0.036T 1.00       -       -     -     -  
H/2     :   2.22
   609.4    43.7  4.668  263.4    3.8   3.26   4312.6  0.037T 1.00       -       -     -     -  
0.1L    :   8.97
  2276.7    44.8  6.775  260.7    5.5   4.68   6255.3  0.025T 1.00       -       -     -     -  
0.2L    :  18.60
  4171.0    46.4  7.378  260.3    6.0   5.09   7021.7  0.023T 1.00    565.4   565.4   12.42    -  
0.3L    :  28.23
  5494.3    48.0  7.378  260.6    6.0   5.09   7284.1  0.023T 1.00    362.0   362.0   20.12    -  
0.4L    :  37.87
  6285.5    49.6  7.378  260.9    6.0   5.10   7546.5  0.023T 1.00    254.0   254.0   29.72    -  
0.5L    :  47.50
  6522.7    49.6  7.378  260.9    6.0   5.10   7546.5  0.023T 1.00    209.2   209.2   36.07    -  
0.6L    :  57.13
  6285.5    49.6  7.378  260.9    6.0   5.10   7546.5  0.023T 1.00    254.0   254.0   29.72    -  
0.7L    :  66.77
  5494.3    48.0  7.378  260.6    6.0   5.09   7284.1  0.023T 1.00    362.0   362.0   20.12    -  
0.8L    :  76.40
  4171.0    46.4  7.378  260.3    6.0   5.09   7021.7  0.023T 1.00    565.4   565.4   12.42    -  
0.9L    :  86.03
  2276.7    44.8  6.775  260.7    5.5   4.68   6255.3  0.025T 1.00       -       -     -     -  
H/2     :  92.78
   609.4    43.7  4.668  263.4    3.8   3.26   4312.6  0.037T 1.00       -       -     -     -  
Transfer:  92.67
   640.4    43.7  4.856  263.1    4.0   3.39   4477.3  0.036T 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 1-17; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.072
        M   2.00 Fb     0.154
 
  2   2 E  42.00 Ft     0.407
        M   6.00 Fb     0.093
 
  3   2 E  40.00 Ft     0.720
        M   4.00 Fb     0.051
 
  4   2 E  38.00 Ft     1.010
        M   2.00 Fb     0.027
 
  5   2 E   6.00 Ft     0.964
        M   6.00 Fb     0.278
 
  6   2 E   6.00 Ft     0.917
        M   6.00 Fb     0.528
 
  7   2 E   6.00 Ft     0.871
        M   6.00 Fb     0.778
 
  8   2 E   4.00 Ft     0.801
        M   4.00 Fb     1.048
 
  9   2 E   4.00 Ft     0.731
        M   4.00 Fb     1.317
 
 10   2 E   4.00 Ft     0.662
        M   4.00 Fb     1.586
 
 11   2 E   4.00 Ft     0.592
        M   4.00 Fb     1.855
 
 12   2 E   4.00 Ft     0.523
        M   4.00 Fb     2.124
 
 13   2 E   2.00 Ft     0.430
        M   2.00 Fb     2.412
 
 14   2 E   2.00 Ft     0.338
        M   2.00 Fb     2.700
 
 15   2 E   2.00 Ft     0.245
        M   2.00 Fb     2.988
 
 16   2 E   2.00 Ft     0.153
        M   2.00 Fb     3.276
 
 17   2 E   2.00 Ft     0.060
        M   2.00 Fb     3.564
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 96.33            Release Length, ft: 96.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  34
No. of strands, Draped:   6           No. of strands, Straight:  28
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.27 %               Final losses: 13.11 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       3.565     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.060       Trans
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7546.53     6522.69     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   0.189     Midspan
    Pre.Top:   4.500  -0.000     Bearing    3.375   2.312     Midspan
    Pre.Bot:   4.500  -0.000     Bearing    3.375   2.945    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520  -0.000     Bearing
    Pre.Bot:  -0.520  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.455     Midspan
    Pre.Bot:                                                             3.000   1.360    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.808  1.80      6.854  2.20      8.377
Self Wt.       :      -1.478  1.85     -2.735  2.40     -3.548
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       2.330            4.119            4.829
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   95.00
     DC  Line       0.087      0.00       0.087   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.330 ft
Release length = 96.330 ft
Design  length = 95.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 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)  : 0.504   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.182   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.946   (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                  =        691.8 in2           1404.7 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           468983 in4#
Ht. of c.g.           =        20.74 in             35.23 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8127

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     8.97    18.60    28.23    37.87    47.50
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    699.5    726.4    725.1    726.4    726.4    726.4    726.4    726.4
  Yb      ,  in    20.62    20.20    20.23    20.15    20.08    20.00    19.93    19.93
  MI(Ixx) , in4   179864   183132   182964   183981   185355   186895   188602   188602
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1412.0   1437.4   1436.1   1437.4   1437.4   1437.4   1437.4   1437.4
  Yb      ,  in    35.10    34.65    34.67    34.62    34.59    34.55    34.51    34.51
  MI(Ixx) , in4   473611   490118   489287   491954   494755   497717   500840   500840

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  34 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 38.53 ft from member end )
END PATTERN (Ycg = 10.00 in):
    12 @  2.000 in    10 @  4.000 in     6 @  6.000 in     2 @ 38.000 in
     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    10 @  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     =    7.38 in2      Initial Pull          =     1446.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.718 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.648 ft
Holddown Force        =  19.811 kips     Beam Shrtng (PL/AE)   =      0.460 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)       
--------------------------------------------------------------------------------------
      3276.619         740 2424.698     17.140 69417.953   958.622     609.763        
 
 
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      1.5000     No
      2      US#6[M19]       60.00        0.88       3.00       1.5000      2.2500    Yes
      2      US#6[M19]       60.00        0.88       4.50       2.2500      3.0000    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.0000      4.5000    Yes
      2      US#5[M16]       60.00        0.62       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667     10.4170    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.4170     16.4170    Yes
      2      US#5[M16]       60.00        0.62      15.00*     16.4170     22.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      22.6670     73.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00*     73.6631     79.9131    Yes
      2      US#5[M16]       60.00        0.62      12.00      79.9131     85.9131    Yes
      2      US#5[M16]       60.00        0.62       9.00      85.9131     91.1634    Yes
      2      US#5[M16]       60.00        0.62       8.00      91.1634     91.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      91.8301     93.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      93.3301     94.0801    Yes
      2      US#6[M19]       60.00        0.88       3.00      94.0801     94.8301    Yes
      2      US#6[M19]       60.00        0.88       2.75      94.8301     96.2051     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 96.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.3780 in2       Ycg =  3.65 in
         P_init    =     1446.2 kips  Ecc = 17.09 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.21 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.847 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.64 ksi    0.00 ksi
    due to Composite Loads                                 -2.08 ksi    0.00 ksi
    due to Live Loads                                      -6.13 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.94 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.21 ksi  ( 8.27 %)             9.50 ksi ( 4.84 %)
Total Prestress Losses                                    25.70 ksi (13.11 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.22    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    78.0    74.2   278.0   512.0   679.2   779.5   813.0
(Max)       V      34.2    32.5    32.6    27.8    20.8    13.9     6.9     0.0
DL-Prec.  : M       0.0    13.2    12.5    47.0    86.5   114.7   131.7   137.3
DC(Max)     V       5.8     5.5     5.5     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.9    94.1   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.4    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.6     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    32.0    30.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.4    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    16.8    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.4     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   191.8   182.5   679.9  1239.1  1621.0  1847.9  1907.2
            V     138.0   133.3   133.6   119.9   101.3    82.7    57.1    38.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   138.0   133.3   133.6   119.9   102.4    85.7    69.7    54.5
            M      -0.0   197.7   188.2   679.9  1171.6  1488.3  1623.7  1590.7
Total     : M+      0.0   432.1   411.1  1536.8  2818.0  3716.3  4253.9  4418.4
            V     243.5   233.6   234.1   205.5   165.6   125.6    78.7    38.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   243.5   233.6   234.1   205.5   166.7   128.7    91.3    54.7
            M      -0.0   437.9   416.8  1536.8  2750.5  3583.5  4029.7  4101.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.78   92.67   95.00
Self wt.  : M     779.5   679.2   512.0   278.0    74.2    78.0     0.0
(Max)       V       6.9    13.9    20.8    27.8    32.6    32.5    34.2
DL-Prec.  : M     131.7   114.7    86.5    47.0    12.5    13.2     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5    94.1    98.9     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.4    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     320.2   279.0   210.3   114.2    30.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.4    13.4    14.1
DL-Comp   : M     176.7   153.9   116.1    63.0    16.8    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.4     7.4     7.8
LL + I    : M+   1847.9  1621.0  1239.1   679.9   182.5   191.8     0.0
            V      57.1    82.7   101.3   119.9   133.6   133.3   138.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.7    85.7   102.4   119.9   133.6   133.3   138.0
            M    1623.7  1488.3  1171.6   679.9   188.2   197.7    -0.0
Total     : M+   4253.9  3716.3  2818.0  1536.8   411.1   432.1     0.0
            V      78.7   125.6   165.6   205.5   234.1   233.6   243.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    91.3   128.7   166.7   205.5   234.1   233.6   243.5
            M    4029.7  3583.5  2750.5  1536.8   416.8   437.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               34.2             34.2
Deck+Haunch            43.4             43.4
Diaphragm               0.2              0.3
DL-Prec.(DC)            5.8              5.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           38.8             38.8
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    78.0    74.2   278.0   512.0   679.2   779.5   813.0
(Max)       V      34.2    32.5    32.6    27.8    20.8    13.9     6.9     0.0
DL-Prec.  : M       0.0    13.2    12.5    47.0    86.5   114.7   131.7   137.3
DC(Max)     V       5.8     5.5     5.5     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.9    94.1   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.4    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.6     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    32.0    30.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.4    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    16.8    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.4     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   153.5   146.0   543.9   991.3  1296.8  1478.3  1525.8
            V     110.4   106.7   106.8    95.9    81.1    66.2    45.7    30.8
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   110.4   106.7   106.8    95.9    82.0    68.6    55.8    43.6
            M      -0.0   158.1   150.5   543.9   937.3  1190.6  1299.0  1272.5
Total     : M+      0.0   393.7   374.6  1400.8  2570.1  3392.0  3884.3  4037.0
            V     215.9   207.0   207.4   181.6   145.3   109.1    67.3    31.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   215.9   207.0   207.4   181.6   146.2   111.5    77.4    43.8
            M      -0.0   398.4   379.1  1400.8  2516.2  3285.8  3705.0  3783.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.78   92.67   95.00
Self wt.  : M     779.5   679.2   512.0   278.0    74.2    78.0     0.0
(Max)       V       6.9    13.9    20.8    27.8    32.6    32.5    34.2
DL-Prec.  : M     131.7   114.7    86.5    47.0    12.5    13.2     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5    94.1    98.9     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.4    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     320.2   279.0   210.3   114.2    30.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.4    13.4    14.1
DL-Comp   : M     176.7   153.9   116.1    63.0    16.8    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.4     7.4     7.8
LL + I    : M+   1478.3  1296.8   991.3   543.9   146.0   153.5     0.0
            V      45.7    66.2    81.1    95.9   106.8   106.7   110.4
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    55.8    68.6    82.0    95.9   106.8   106.7   110.4
            M    1299.0  1190.6   937.3   543.9   150.5   158.1    -0.0
Total     : M+   3884.3  3392.0  2570.1  1400.8   374.6   393.7     0.0
            V      67.3   109.1   145.3   181.6   207.4   207.0   215.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    77.4   111.5   146.2   181.6   207.4   207.0   215.9
            M    3705.0  3285.8  2516.1  1400.8   379.1   398.4    -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    2.22    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    97.5    92.7   347.5   640.0   849.0   974.4  1016.2
(Max)       V      42.8    40.7    40.8    34.7    26.0    17.4     8.7     0.0
Self wt.  : M       0.0    70.2    66.8   250.2   460.8   611.3   701.6   731.7
(Min)       V      30.8    29.3    29.4    25.0    18.7    12.5     6.2     0.0
DL-Prec.  : M       0.0    16.5    15.7    58.7   108.1   143.4   164.6   171.6
DC(Max)     V       7.2     6.9     6.9     5.9     4.4     2.9     1.5     0.0
DL-Prec.  : M       0.0    11.9    11.3    42.3    77.8   103.3   118.5   123.6
DC(Min)     V       5.2     4.9     5.0     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   123.6   117.6   440.6   811.6  1076.6  1235.6  1288.6
Haunch (Max)V      54.3    51.6    51.7    44.0    33.0    22.0    11.0     0.0
Deck +    : M       0.0    89.0    84.7   317.3   584.4   775.2   889.6   927.8
Haunch (Min)V      39.1    37.1    37.2    31.7    23.8    15.8     7.9     0.0
Diaphragm : M       0.0     0.7     0.7     2.8     5.8     8.8    11.8    14.8
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     2.0     4.2     6.4     8.5    10.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    40.0    38.1   142.7   262.9   348.7   400.2   417.4
DC(Max)     V      17.6    16.7    16.8    14.3    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    28.8    27.4   102.8   189.3   251.1   288.2   300.5
DC(Min)     V      12.7    12.0    12.1    10.3     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    26.5    25.2    94.5   174.1   230.9   265.0   276.4
DW(Max)     V      11.6    11.1    11.1     9.4     7.1     4.7     2.4     0.0
DL-Comp   : M       0.0    11.5    10.9    41.0    75.4   100.1   114.8   119.8
DW(Min)     V       5.0     4.8     4.8     4.1     3.1     2.0     1.0     0.0
LL + I    : M+      0.0   335.7   319.4  1189.9  2168.4  2836.8  3233.8  3337.6
            V     241.6   233.3   233.7   209.9   177.3   144.7    99.9    67.3
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   241.6   233.3   233.7   209.9   179.3   150.0   122.1    95.3
            M      -0.0   345.9   329.3  1189.9  2050.3  2604.5  2841.5  2783.7
Total     : M+      0.0   640.4   609.4  2276.7  4171.0  5494.3  6285.5  6522.7
            V     375.3   360.5   361.3   318.5   258.8   199.2   127.3    67.6
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   375.3   360.5   361.3   318.5   260.8   204.5   149.4    95.6
            M      -0.0   650.7   619.2  2276.7  4052.9  5262.0  5893.2  5968.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.78   92.67   95.00
Self wt.  : M     974.4   849.0   640.0   347.5    92.7    97.5     0.0
(Max)       V       8.7    17.4    26.0    34.7    40.8    40.7    42.8
Self wt.  : M     701.6   611.3   460.8   250.2    66.8    70.2     0.0
(Min)       V       6.2    12.5    18.7    25.0    29.4    29.3    30.8
DL-Prec.  : M     164.6   143.4   108.1    58.7    15.7    16.5     0.0
DC(Max)     V       1.5     2.9     4.4     5.9     6.9     6.9     7.2
DL-Prec.  : M     118.5   103.3    77.8    42.3    11.3    11.9     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     5.0     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1235.6  1076.6   811.6   440.6   117.6   123.6     0.0
Haunch (Max)V      11.0    22.0    33.0    44.0    51.7    51.6    54.3
Deck +    : M     889.6   775.2   584.4   317.3    84.7    89.0     0.0
Haunch (Min)V       7.9    15.8    23.8    31.7    37.2    37.1    39.1
Diaphragm : M      11.8     8.8     5.8     2.8     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.5     6.4     4.2     2.0     0.5     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     400.2   348.7   262.9   142.7    38.1    40.0     0.0
DC(Max)     V       3.6     7.1    10.7    14.3    16.8    16.7    17.6
DL-Comp   : M     288.2   251.1   189.3   102.8    27.4    28.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.3    12.1    12.0    12.7
DL-Comp   : M     265.0   230.9   174.1    94.5    25.2    26.5     0.0
DW(Max)     V       2.4     4.7     7.1     9.4    11.1    11.1    11.6
DL-Comp   : M     114.8   100.1    75.4    41.0    10.9    11.5     0.0
DW(Min)     V       1.0     2.0     3.1     4.1     4.8     4.8     5.0
LL + I    : M+   3233.8  2836.8  2168.4  1189.9   319.4   335.7     0.0
            V      99.9   144.7   177.3   209.9   233.7   233.3   241.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   122.1   150.0   179.3   209.9   233.7   233.3   241.6
            M    2841.5  2604.5  2050.3  1189.9   329.3   345.9    -0.0
Total     : M+   6285.5  5494.3  4171.0  2276.7   609.4   640.4     0.0
            V     127.3   199.2   258.8   318.5   361.3   360.5   375.3
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   149.4   204.5   260.8   318.5   361.3   360.5   375.3
            M    5893.2  5262.0  4052.9  2276.7   619.2   650.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               42.8             42.8
Deck+Haunch            54.3             54.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.2              7.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           58.2             58.2
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    78.0    74.2   278.0   512.0   679.2   779.5   813.0
(Max)       V      34.2    32.5    32.6    27.8    20.8    13.9     6.9     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    13.2    12.5    47.0    86.5   114.7   131.7   137.3
DC(Max)     V       5.8     5.5     5.5     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.9    94.1   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.4    35.2    26.4    17.6     8.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    32.0    30.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.4    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    17.7    16.8    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.4     6.3     4.7     3.1     1.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   132.4   126.0   463.5   825.6  1075.5  1203.0  1189.9
            V     110.8   107.2   107.4    97.1    83.3    63.7    50.0    36.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   110.8   107.2   107.4    97.1    83.3    69.6    55.9    42.2
            M       0.0   132.4   126.0   463.5   825.6  1047.1  1128.0  1068.3
Total     : M+      0.0   372.7   354.6  1320.4  2404.4  3170.7  3609.0  3701.1
            V     216.2   207.5   207.9   182.7   147.6   106.6    71.6    36.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   216.2   207.5   207.9   182.7   147.6   112.6    77.5    42.5
            M       0.0   372.7   354.6  1320.4  2404.4  3142.3  3534.0  3579.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.78   92.67   95.00
Self wt.  : M     779.5   679.2   512.0   278.0    74.2    78.0     0.0
(Max)       V       6.9    13.9    20.8    27.8    32.6    32.5    34.2
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     131.7   114.7    86.5    47.0    12.5    13.2     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5    94.1    98.9     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.4    41.3    43.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       9.5     7.1     4.7     2.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     320.2   279.0   210.3   114.2    30.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.4    13.4    14.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     176.7   153.9   116.1    63.0    16.8    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.4     7.4     7.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1203.0  1075.5   825.6   463.5   126.0   132.4     0.0
            V      50.0    63.7    83.3    97.1   107.4   107.2   110.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    55.9    69.6    83.3    97.1   107.4   107.2   110.8
            M    1128.0  1047.1   825.6   463.5   126.0   132.4     0.0
Total     : M+   3609.0  3170.7  2404.4  1320.4   354.6   372.7     0.0
            V      71.6   106.6   147.6   182.7   207.9   207.5   216.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    77.5   112.6   147.6   182.7   207.9   207.5   216.2
            M    3534.0  3142.3  2404.4  1320.4   354.6   372.7     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    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.164   0.488   0.863   1.127   1.280   1.334 
Bottom        -0.134  -0.396  -0.695  -0.902  -1.017  -1.060 
 
Prestress
Precast-top   -0.104  -0.302  -0.586  -0.865  -1.139  -1.139 
Bottom         3.698   3.851   4.067   4.276   4.478   4.478 
 
Total
Precast-top    0.060   0.185   0.277   0.262   0.141   0.195 
Bottom         3.565   3.455   3.372   3.375   3.461   3.418 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.42 %)
             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    2.22    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.018   0.065   0.120   0.159   0.181   0.189 
Precast-top   -0.007   0.231   0.222   0.882   1.590   2.019   2.173   2.312 
Bottom         0.747   2.945   2.839   2.330   1.660   1.250   1.091   0.967 
 

 
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    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.164   0.488   0.863   1.127   1.280   1.334 
Bottom        -0.134  -0.396  -0.695  -0.902  -1.017  -1.060 
 
Prestress
Precast-top   -0.104  -0.302  -0.586  -0.865  -1.139  -1.139 
Bottom         3.698   3.851   4.067   4.276   4.478   4.478 
 
Total
Precast-top    0.060   0.185   0.277   0.262   0.141   0.195 
Bottom         3.565   3.455   3.372   3.375   3.461   3.418 
 
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 = 12.42 %)
             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    2.22    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    8.97   18.60   28.23   37.87   47.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.058   0.055   0.204   0.364   0.473   0.529   0.529 
Precast-top   -0.003   0.149   0.143   0.558   1.003   1.281   1.389   1.455 
Bottom         0.373   1.360   1.312   0.773   0.138  -0.271  -0.449  -0.501 
 

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
    375.3    6.5   49.7    0.886   3.8   6.00e-3 50.0    389.0     1.881    3.840      0.00
      0.0    0.8   49.3     41.9 0.172      24.2 0.87    12.00     0.113    1.450 
Transfer:   3.00
    360.5    6.5   49.7    3.999  17.4  -0.02e-3 28.9    251.8     0.580    2.347      0.00
    650.7    3.4   48.0    189.0 0.164     131.4 4.87    12.00     0.113    1.503 
Critical:   4.65
    349.9    6.5   49.7    4.397  17.4  -0.04e-3 28.8    238.0     0.548    0.930      0.00
   1057.7    3.7   47.8    189.0 0.159     133.5 4.96    12.00     0.113    1.426 
0.1L    :   9.63
    318.5    6.5   49.7    5.579  17.4  -0.05e-3 28.8    204.1     0.475    0.827      0.00
   2276.7    4.7   47.3    189.0 0.146     132.4 4.97    12.00     0.113    1.427 
0.2L    :  19.27
    260.8    6.5   46.4    7.378  17.4  -0.01e-3 29.0    152.9     0.386    0.496      0.00
   4052.9    5.1   43.9    189.0 0.127     119.5 4.84    12.00     0.113    1.151 
0.3L    :  28.90
    204.5    6.5   48.0    7.378  17.4   0.86e-3 32.0    135.3     0.372    0.413      0.00
   5262.0    5.1   45.5    189.0 0.095      74.6 2.91    24.00     0.113    1.066 
0.4L    :  38.53
    149.4    6.5   49.6    7.378   0.0   1.23e-3 33.3     99.8     0.279    0.413      0.00
   5893.2    5.1   47.1    189.0 0.072      66.2 2.50    24.00     0.113    1.290 
0.5L    :  48.17
     95.6    6.5   49.6    7.378   0.0   1.06e-3 32.7     35.5     0.113    0.413      0.00
   5968.8    5.1   47.1    189.0 0.046      70.7 2.67    24.00     0.113    2.090 
0.6L    :  57.80
    149.4    6.5   49.6    7.378   0.0   1.23e-3 33.3     99.8     0.279    0.413      0.00
   5893.2    5.1   47.1    189.0 0.072      66.2 2.50    24.00     0.113    1.290 
0.7L    :  67.43
    204.5    6.5   48.0    7.378  17.4   0.86e-3 32.0    135.3     0.372    0.413      0.00
   5262.0    5.1   45.5    189.0 0.095      74.6 2.91    24.00     0.113    1.066 
0.8L    :  77.06
    260.8    6.5   46.4    7.378  17.4  -0.01e-3 29.0    152.9     0.386    0.496      0.00
   4052.9    5.1   43.9    189.0 0.127     119.5 4.84    12.00     0.113    1.151 
0.9L    :  86.70
    318.5    6.5   49.7    5.579  17.4  -0.05e-3 28.8    204.1     0.475    0.827      0.00
   2276.7    4.7   47.3    189.0 0.146     132.4 4.97    12.00     0.113    1.427 
Critical:  91.68
    349.9    6.5   49.7    4.397  17.4  -0.04e-3 28.8    238.0     0.548    0.930      0.00
   1057.7    3.7   47.8    189.0 0.159     133.5 4.96    12.00     0.113    1.426 
Transfer:  93.33
    360.5    6.5   49.7    3.999  17.4  -0.02e-3 28.9    251.8     0.580    1.760      0.00
    650.7    3.4   48.0    189.0 0.164     131.4 4.87    12.00     0.113    1.503 
Bearing :  95.67
    375.3    6.5   49.7    0.886   3.8   6.00e-3 50.0    389.0     1.881    3.840      0.00
      0.0    0.8   49.3     41.9 0.172      24.2 0.87    12.00     0.113    1.450 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1446.24
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    2.89
 
 
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
    375.3      8.46     49.68    0.77       49.30    24.00      0.300      2.070      0.012      0.000*
Transfer:      2.33
    360.5      8.35     49.68    3.39       47.99    24.00      0.300      2.033      0.000      2.347 
Critical:      3.99
    350.1      8.13     49.68    3.71       47.82    24.00      0.300      1.961      0.000      0.930 
0.1L    :      8.97
    318.5      7.47     49.68    4.68       47.34    24.00      0.300      1.742      0.000      0.827 
0.2L    :     18.60
    260.8      6.60     46.43    5.09       43.88    24.00      0.300      1.451      0.000      0.496 
0.3L    :     28.23
    204.5      5.00     48.01    5.09       45.47    24.00      0.300      0.916      0.000      0.413 
0.4L    :     37.87
    149.4      3.53     49.60    5.10       47.05    24.00      0.300      0.426      0.000      0.413 
0.5L    :     47.50
     95.6      2.26     49.60    5.10       47.05    24.00      0.300      0.003      0.000      0.413 
0.6L    :     57.13
    149.4      3.53     49.60    5.10       47.05    24.00      0.300      0.426      0.000      0.413 
0.7L    :     66.77
    204.5      5.00     48.01    5.09       45.47    24.00      0.300      0.916      0.000      0.413 
0.8L    :     76.40
    260.8      6.60     46.43    5.09       43.88    24.00      0.300      1.451      0.000      0.496 
0.9L    :     86.03
    318.5      7.47     49.68    4.68       47.34    24.00      0.300      1.742      0.000      0.827 
Critical:     91.01
    350.1      8.13     49.68    3.71       47.82    24.00      0.300      1.961      0.000      0.930 
Transfer:     92.67
    360.5      8.35     49.68    3.39       47.99    24.00      0.300      2.033      0.000      1.760 
Bearing :     95.00
    375.3      8.46     49.68    0.77       49.30    24.00      0.300      2.070      0.012      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.97 ft
Prestress      :       1.346  1.80      2.422  2.20      2.961
Self Wt.       :      -0.476  1.85     -0.880  2.40     -1.142
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          :       0.870            1.542            1.819
 
At 0.2 x L = 18.60 ft
Prestress      :       2.419  1.80      4.355  2.20      5.323
Self Wt.       :      -0.893  1.85     -1.653  2.40     -2.144
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          :       1.526            2.702            3.179
 
At 0.3 x L = 28.23 ft
Prestress      :       3.192  1.80      5.746  2.20      7.023
Self Wt.       :      -1.213  1.85     -2.244  2.40     -2.911
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          :       1.979            3.502            4.112
 
At 0.4 x L = 37.87 ft
Prestress      :       3.641  1.80      6.554  2.20      8.011
Self Wt.       :      -1.408  1.85     -2.604  2.40     -3.379
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.234            3.950            4.632
 
At 0.5 x L = 47.50 ft
Prestress      :       3.808  1.80      6.854  2.20      8.377
Self Wt.       :      -1.478  1.85     -2.735  2.40     -3.548
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.330            4.119            4.829
 
At 0.6 x L = 57.13 ft
Prestress      :       3.641  1.80      6.554  2.20      8.011
Self Wt.       :      -1.408  1.85     -2.604  2.40     -3.379
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.234            3.950            4.632
 
At 0.7 x L = 66.77 ft
Prestress      :       3.192  1.80      5.746  2.20      7.023
Self Wt.       :      -1.213  1.85     -2.244  2.40     -2.911
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          :       1.979            3.502            4.112
 
At 0.8 x L = 76.40 ft
Prestress      :       2.419  1.80      4.355  2.20      5.323
Self Wt.       :      -0.893  1.85     -1.653  2.40     -2.144
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          :       1.526            2.702            3.179
 
At 0.9 x L = 86.03 ft
Prestress      :       1.346  1.80      2.422  2.20      2.961
Self Wt.       :      -0.476  1.85     -0.880  2.40     -1.142
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          :       0.870            1.542            1.819
 

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
   640.4    43.7  4.856  263.1    4.0   3.39   4477.3  0.036T 1.00       -       -     -     -  
H/2     :   2.22
   609.4    43.7  4.668  263.4    3.8   3.26   4312.6  0.037T 1.00       -       -     -     -  
0.1L    :   8.97
  2276.7    44.8  6.775  260.7    5.5   4.68   6255.3  0.025T 1.00       -       -     -     -  
0.2L    :  18.60
  4171.0    46.4  7.378  260.3    6.0   5.09   7021.7  0.023T 1.00    565.4   565.4   12.42    -  
0.3L    :  28.23
  5494.3    48.0  7.378  260.6    6.0   5.09   7284.1  0.023T 1.00    362.0   362.0   20.12    -  
0.4L    :  37.87
  6285.5    49.6  7.378  260.9    6.0   5.10   7546.5  0.023T 1.00    254.0   254.0   29.72    -  
0.5L    :  47.50
  6522.7    49.6  7.378  260.9    6.0   5.10   7546.5  0.023T 1.00    209.2   209.2   36.07    -  
0.6L    :  57.13
  6285.5    49.6  7.378  260.9    6.0   5.10   7546.5  0.023T 1.00    254.0   254.0   29.72    -  
0.7L    :  66.77
  5494.3    48.0  7.378  260.6    6.0   5.09   7284.1  0.023T 1.00    362.0   362.0   20.12    -  
0.8L    :  76.40
  4171.0    46.4  7.378  260.3    6.0   5.09   7021.7  0.023T 1.00    565.4   565.4   12.42    -  
0.9L    :  86.03
  2276.7    44.8  6.775  260.7    5.5   4.68   6255.3  0.025T 1.00       -       -     -     -  
H/2     :  92.78
   609.4    43.7  4.668  263.4    3.8   3.26   4312.6  0.037T 1.00       -       -     -     -  
Transfer:  92.67
   640.4    43.7  4.856  263.1    4.0   3.39   4477.3  0.036T 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 1-17; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.072
        M   2.00 Fb     0.154
 
  2   2 E  42.00 Ft     0.407
        M   6.00 Fb     0.093
 
  3   2 E  40.00 Ft     0.720
        M   4.00 Fb     0.051
 
  4   2 E  38.00 Ft     1.010
        M   2.00 Fb     0.027
 
  5   2 E   6.00 Ft     0.964
        M   6.00 Fb     0.278
 
  6   2 E   6.00 Ft     0.917
        M   6.00 Fb     0.528
 
  7   2 E   6.00 Ft     0.871
        M   6.00 Fb     0.778
 
  8   2 E   4.00 Ft     0.801
        M   4.00 Fb     1.048
 
  9   2 E   4.00 Ft     0.731
        M   4.00 Fb     1.317
 
 10   2 E   4.00 Ft     0.662
        M   4.00 Fb     1.586
 
 11   2 E   4.00 Ft     0.592
        M   4.00 Fb     1.855
 
 12   2 E   4.00 Ft     0.523
        M   4.00 Fb     2.124
 
 13   2 E   2.00 Ft     0.430
        M   2.00 Fb     2.412
 
 14   2 E   2.00 Ft     0.338
        M   2.00 Fb     2.700
 
 15   2 E   2.00 Ft     0.245
        M   2.00 Fb     2.988
 
 16   2 E   2.00 Ft     0.153
        M   2.00 Fb     3.276
 
 17   2 E   2.00 Ft     0.060
        M   2.00 Fb     3.564
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 96.33            Release Length, ft: 96.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  34
No. of strands, Draped:   6           No. of strands, Straight:  28
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.27 %               Final losses: 13.11 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       3.565     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.060       Trans
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7546.53     6522.69     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   0.189     Midspan
    Pre.Top:   4.500  -0.000     Bearing    3.375   2.312     Midspan
    Pre.Bot:   4.500  -0.000     Bearing    3.375   2.945    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520  -0.000     Bearing
    Pre.Bot:  -0.520  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.455     Midspan
    Pre.Bot:                                                             3.000   1.360    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.808  1.80      6.854  2.20      8.377
Self Wt.       :      -1.478  1.85     -2.735  2.40     -3.548
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       2.330            4.119            4.829
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   95.00
     DC  Line       0.087      0.00       0.087   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.330 ft
Release length = 96.330 ft
Design  length = 95.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 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)  : 0.504   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.182   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.946   (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                  =        691.8 in2           1404.7 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           468983 in4#
Ht. of c.g.           =        20.74 in             35.23 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8127

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     8.97    18.60    28.23    37.87    47.50
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    699.5    726.4    725.1    726.4    726.4    726.4    726.4    726.4
  Yb      ,  in    20.62    20.20    20.23    20.15    20.08    20.00    19.93    19.93
  MI(Ixx) , in4   179864   183132   182964   183981   185355   186895   188602   188602
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1412.0   1437.4   1436.1   1437.4   1437.4   1437.4   1437.4   1437.4
  Yb      ,  in    35.10    34.65    34.67    34.62    34.59    34.55    34.51    34.51
  MI(Ixx) , in4   473611   490118   489287   491954   494755   497717   500840   500840

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  34 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 38.53 ft from member end )
END PATTERN (Ycg = 10.00 in):
    12 @  2.000 in    10 @  4.000 in     6 @  6.000 in     2 @ 38.000 in
     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    10 @  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     =    7.38 in2      Initial Pull          =     1446.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.718 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.648 ft
Holddown Force        =  19.811 kips     Beam Shrtng (PL/AE)   =      0.460 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)       
--------------------------------------------------------------------------------------
      3276.619         740 2424.698     17.140 69417.953   958.622     609.763        
 
 
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      1.5000     No
      2      US#6[M19]       60.00        0.88       3.00       1.5000      2.2500    Yes
      2      US#6[M19]       60.00        0.88       4.50       2.2500      3.0000    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.0000      4.5000    Yes
      2      US#5[M16]       60.00        0.62       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667     10.4170    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.4170     16.4170    Yes
      2      US#5[M16]       60.00        0.62      15.00*     16.4170     22.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      22.6670     73.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00*     73.6631     79.9131    Yes
      2      US#5[M16]       60.00        0.62      12.00      79.9131     85.9131    Yes
      2      US#5[M16]       60.00        0.62       9.00      85.9131     91.1634    Yes
      2      US#5[M16]       60.00        0.62       8.00      91.1634     91.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      91.8301     93.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      93.3301     94.0801    Yes
      2      US#6[M19]       60.00        0.88       3.00      94.0801     94.8301    Yes
      2      US#6[M19]       60.00        0.88       2.75      94.8301     96.2051     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 96.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.3780 in2       Ycg =  3.65 in
         P_init    =     1446.2 kips  Ecc = 17.09 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.21 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.847 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.64 ksi    0.00 ksi
    due to Composite Loads                                 -2.08 ksi    0.00 ksi
    due to Live Loads                                      -6.13 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.94 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.21 ksi  ( 8.27 %)             9.50 ksi ( 4.84 %)
Total Prestress Losses                                    25.70 ksi (13.11 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.22    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    78.0    74.2   278.0   512.0   679.2   779.5   813.0
(Max)       V      34.2    32.5    32.6    27.8    20.8    13.9     6.9     0.0
DL-Prec.  : M       0.0    13.2    12.5    47.0    86.5   114.7   131.7   137.3
DC(Max)     V       5.8     5.5     5.5     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.9    94.1   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.4    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.6     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    32.0    30.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.4    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    16.8    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.4     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   191.8   182.5   679.9  1239.1  1621.0  1847.9  1907.2
            V     138.0   133.3   133.6   119.9   101.3    82.7    57.1    38.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   138.0   133.3   133.6   119.9   102.4    85.7    69.7    54.5
            M      -0.0   197.7   188.2   679.9  1171.6  1488.3  1623.7  1590.7
Total     : M+      0.0   432.1   411.1  1536.8  2818.0  3716.3  4253.9  4418.4
            V     243.5   233.6   234.1   205.5   165.6   125.6    78.7    38.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   243.5   233.6   234.1   205.5   166.7   128.7    91.3    54.7
            M      -0.0   437.9   416.8  1536.8  2750.5  3583.5  4029.7  4101.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.78   92.67   95.00
Self wt.  : M     779.5   679.2   512.0   278.0    74.2    78.0     0.0
(Max)       V       6.9    13.9    20.8    27.8    32.6    32.5    34.2
DL-Prec.  : M     131.7   114.7    86.5    47.0    12.5    13.2     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5    94.1    98.9     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.4    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     320.2   279.0   210.3   114.2    30.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.4    13.4    14.1
DL-Comp   : M     176.7   153.9   116.1    63.0    16.8    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.4     7.4     7.8
LL + I    : M+   1847.9  1621.0  1239.1   679.9   182.5   191.8     0.0
            V      57.1    82.7   101.3   119.9   133.6   133.3   138.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.7    85.7   102.4   119.9   133.6   133.3   138.0
            M    1623.7  1488.3  1171.6   679.9   188.2   197.7    -0.0
Total     : M+   4253.9  3716.3  2818.0  1536.8   411.1   432.1     0.0
            V      78.7   125.6   165.6   205.5   234.1   233.6   243.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    91.3   128.7   166.7   205.5   234.1   233.6   243.5
            M    4029.7  3583.5  2750.5  1536.8   416.8   437.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               34.2             34.2
Deck+Haunch            43.4             43.4
Diaphragm               0.2              0.3
DL-Prec.(DC)            5.8              5.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           38.8             38.8
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    78.0    74.2   278.0   512.0   679.2   779.5   813.0
(Max)       V      34.2    32.5    32.6    27.8    20.8    13.9     6.9     0.0
DL-Prec.  : M       0.0    13.2    12.5    47.0    86.5   114.7   131.7   137.3
DC(Max)     V       5.8     5.5     5.5     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.9    94.1   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.4    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.6     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    32.0    30.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.4    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    16.8    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.4     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   153.5   146.0   543.9   991.3  1296.8  1478.3  1525.8
            V     110.4   106.7   106.8    95.9    81.1    66.2    45.7    30.8
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   110.4   106.7   106.8    95.9    82.0    68.6    55.8    43.6
            M      -0.0   158.1   150.5   543.9   937.3  1190.6  1299.0  1272.5
Total     : M+      0.0   393.7   374.6  1400.8  2570.1  3392.0  3884.3  4037.0
            V     215.9   207.0   207.4   181.6   145.3   109.1    67.3    31.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   215.9   207.0   207.4   181.6   146.2   111.5    77.4    43.8
            M      -0.0   398.4   379.1  1400.8  2516.2  3285.8  3705.0  3783.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.78   92.67   95.00
Self wt.  : M     779.5   679.2   512.0   278.0    74.2    78.0     0.0
(Max)       V       6.9    13.9    20.8    27.8    32.6    32.5    34.2
DL-Prec.  : M     131.7   114.7    86.5    47.0    12.5    13.2     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5    94.1    98.9     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.4    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     320.2   279.0   210.3   114.2    30.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.4    13.4    14.1
DL-Comp   : M     176.7   153.9   116.1    63.0    16.8    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.4     7.4     7.8
LL + I    : M+   1478.3  1296.8   991.3   543.9   146.0   153.5     0.0
            V      45.7    66.2    81.1    95.9   106.8   106.7   110.4
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    55.8    68.6    82.0    95.9   106.8   106.7   110.4
            M    1299.0  1190.6   937.3   543.9   150.5   158.1    -0.0
Total     : M+   3884.3  3392.0  2570.1  1400.8   374.6   393.7     0.0
            V      67.3   109.1   145.3   181.6   207.4   207.0   215.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    77.4   111.5   146.2   181.6   207.4   207.0   215.9
            M    3705.0  3285.8  2516.1  1400.8   379.1   398.4    -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    2.22    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    97.5    92.7   347.5   640.0   849.0   974.4  1016.2
(Max)       V      42.8    40.7    40.8    34.7    26.0    17.4     8.7     0.0
Self wt.  : M       0.0    70.2    66.8   250.2   460.8   611.3   701.6   731.7
(Min)       V      30.8    29.3    29.4    25.0    18.7    12.5     6.2     0.0
DL-Prec.  : M       0.0    16.5    15.7    58.7   108.1   143.4   164.6   171.6
DC(Max)     V       7.2     6.9     6.9     5.9     4.4     2.9     1.5     0.0
DL-Prec.  : M       0.0    11.9    11.3    42.3    77.8   103.3   118.5   123.6
DC(Min)     V       5.2     4.9     5.0     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   123.6   117.6   440.6   811.6  1076.6  1235.6  1288.6
Haunch (Max)V      54.3    51.6    51.7    44.0    33.0    22.0    11.0     0.0
Deck +    : M       0.0    89.0    84.7   317.3   584.4   775.2   889.6   927.8
Haunch (Min)V      39.1    37.1    37.2    31.7    23.8    15.8     7.9     0.0
Diaphragm : M       0.0     0.7     0.7     2.8     5.8     8.8    11.8    14.8
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     2.0     4.2     6.4     8.5    10.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    40.0    38.1   142.7   262.9   348.7   400.2   417.4
DC(Max)     V      17.6    16.7    16.8    14.3    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    28.8    27.4   102.8   189.3   251.1   288.2   300.5
DC(Min)     V      12.7    12.0    12.1    10.3     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    26.5    25.2    94.5   174.1   230.9   265.0   276.4
DW(Max)     V      11.6    11.1    11.1     9.4     7.1     4.7     2.4     0.0
DL-Comp   : M       0.0    11.5    10.9    41.0    75.4   100.1   114.8   119.8
DW(Min)     V       5.0     4.8     4.8     4.1     3.1     2.0     1.0     0.0
LL + I    : M+      0.0   335.7   319.4  1189.9  2168.4  2836.8  3233.8  3337.6
            V     241.6   233.3   233.7   209.9   177.3   144.7    99.9    67.3
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   241.6   233.3   233.7   209.9   179.3   150.0   122.1    95.3
            M      -0.0   345.9   329.3  1189.9  2050.3  2604.5  2841.5  2783.7
Total     : M+      0.0   640.4   609.4  2276.7  4171.0  5494.3  6285.5  6522.7
            V     375.3   360.5   361.3   318.5   258.8   199.2   127.3    67.6
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   375.3   360.5   361.3   318.5   260.8   204.5   149.4    95.6
            M      -0.0   650.7   619.2  2276.7  4052.9  5262.0  5893.2  5968.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.78   92.67   95.00
Self wt.  : M     974.4   849.0   640.0   347.5    92.7    97.5     0.0
(Max)       V       8.7    17.4    26.0    34.7    40.8    40.7    42.8
Self wt.  : M     701.6   611.3   460.8   250.2    66.8    70.2     0.0
(Min)       V       6.2    12.5    18.7    25.0    29.4    29.3    30.8
DL-Prec.  : M     164.6   143.4   108.1    58.7    15.7    16.5     0.0
DC(Max)     V       1.5     2.9     4.4     5.9     6.9     6.9     7.2
DL-Prec.  : M     118.5   103.3    77.8    42.3    11.3    11.9     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     5.0     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1235.6  1076.6   811.6   440.6   117.6   123.6     0.0
Haunch (Max)V      11.0    22.0    33.0    44.0    51.7    51.6    54.3
Deck +    : M     889.6   775.2   584.4   317.3    84.7    89.0     0.0
Haunch (Min)V       7.9    15.8    23.8    31.7    37.2    37.1    39.1
Diaphragm : M      11.8     8.8     5.8     2.8     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.5     6.4     4.2     2.0     0.5     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     400.2   348.7   262.9   142.7    38.1    40.0     0.0
DC(Max)     V       3.6     7.1    10.7    14.3    16.8    16.7    17.6
DL-Comp   : M     288.2   251.1   189.3   102.8    27.4    28.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.3    12.1    12.0    12.7
DL-Comp   : M     265.0   230.9   174.1    94.5    25.2    26.5     0.0
DW(Max)     V       2.4     4.7     7.1     9.4    11.1    11.1    11.6
DL-Comp   : M     114.8   100.1    75.4    41.0    10.9    11.5     0.0
DW(Min)     V       1.0     2.0     3.1     4.1     4.8     4.8     5.0
LL + I    : M+   3233.8  2836.8  2168.4  1189.9   319.4   335.7     0.0
            V      99.9   144.7   177.3   209.9   233.7   233.3   241.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   122.1   150.0   179.3   209.9   233.7   233.3   241.6
            M    2841.5  2604.5  2050.3  1189.9   329.3   345.9    -0.0
Total     : M+   6285.5  5494.3  4171.0  2276.7   609.4   640.4     0.0
            V     127.3   199.2   258.8   318.5   361.3   360.5   375.3
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   149.4   204.5   260.8   318.5   361.3   360.5   375.3
            M    5893.2  5262.0  4052.9  2276.7   619.2   650.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               42.8             42.8
Deck+Haunch            54.3             54.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.2              7.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           58.2             58.2
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    78.0    74.2   278.0   512.0   679.2   779.5   813.0
(Max)       V      34.2    32.5    32.6    27.8    20.8    13.9     6.9     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    13.2    12.5    47.0    86.5   114.7   131.7   137.3
DC(Max)     V       5.8     5.5     5.5     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.9    94.1   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    41.4    35.2    26.4    17.6     8.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    32.0    30.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.4    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    17.7    16.8    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.4     6.3     4.7     3.1     1.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   132.4   126.0   463.5   825.6  1075.5  1203.0  1189.9
            V     110.8   107.2   107.4    97.1    83.3    63.7    50.0    36.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   110.8   107.2   107.4    97.1    83.3    69.6    55.9    42.2
            M       0.0   132.4   126.0   463.5   825.6  1047.1  1128.0  1068.3
Total     : M+      0.0   372.7   354.6  1320.4  2404.4  3170.7  3609.0  3701.1
            V     216.2   207.5   207.9   182.7   147.6   106.6    71.6    36.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   216.2   207.5   207.9   182.7   147.6   112.6    77.5    42.5
            M       0.0   372.7   354.6  1320.4  2404.4  3142.3  3534.0  3579.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.78   92.67   95.00
Self wt.  : M     779.5   679.2   512.0   278.0    74.2    78.0     0.0
(Max)       V       6.9    13.9    20.8    27.8    32.6    32.5    34.2
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     131.7   114.7    86.5    47.0    12.5    13.2     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.5     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5    94.1    98.9     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    41.4    41.3    43.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       9.5     7.1     4.7     2.2     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     320.2   279.0   210.3   114.2    30.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.4    13.4    14.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     176.7   153.9   116.1    63.0    16.8    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.4     7.4     7.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1203.0  1075.5   825.6   463.5   126.0   132.4     0.0
            V      50.0    63.7    83.3    97.1   107.4   107.2   110.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    55.9    69.6    83.3    97.1   107.4   107.2   110.8
            M    1128.0  1047.1   825.6   463.5   126.0   132.4     0.0
Total     : M+   3609.0  3170.7  2404.4  1320.4   354.6   372.7     0.0
            V      71.6   106.6   147.6   182.7   207.9   207.5   216.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    77.5   112.6   147.6   182.7   207.9   207.5   216.2
            M    3534.0  3142.3  2404.4  1320.4   354.6   372.7     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    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.164   0.488   0.863   1.127   1.280   1.334 
Bottom        -0.134  -0.396  -0.695  -0.902  -1.017  -1.060 
 
Prestress
Precast-top   -0.104  -0.302  -0.586  -0.865  -1.139  -1.139 
Bottom         3.698   3.851   4.067   4.276   4.478   4.478 
 
Total
Precast-top    0.060   0.185   0.277   0.262   0.141   0.195 
Bottom         3.565   3.455   3.372   3.375   3.461   3.418 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.42 %)
             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    2.22    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.018   0.065   0.120   0.159   0.181   0.189 
Precast-top   -0.007   0.231   0.222   0.882   1.590   2.019   2.173   2.312 
Bottom         0.747   2.945   2.839   2.330   1.660   1.250   1.091   0.967 
 

 
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    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.164   0.488   0.863   1.127   1.280   1.334 
Bottom        -0.134  -0.396  -0.695  -0.902  -1.017  -1.060 
 
Prestress
Precast-top   -0.104  -0.302  -0.586  -0.865  -1.139  -1.139 
Bottom         3.698   3.851   4.067   4.276   4.478   4.478 
 
Total
Precast-top    0.060   0.185   0.277   0.262   0.141   0.195 
Bottom         3.565   3.455   3.372   3.375   3.461   3.418 
 
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 = 12.42 %)
             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    2.22    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    8.97   18.60   28.23   37.87   47.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.058   0.055   0.204   0.364   0.473   0.529   0.529 
Precast-top   -0.003   0.149   0.143   0.558   1.003   1.281   1.389   1.455 
Bottom         0.373   1.360   1.312   0.773   0.138  -0.271  -0.449  -0.501 
 

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
    375.3    6.5   49.7    0.886   3.8   6.00e-3 50.0    389.0     1.881    3.840      0.00
      0.0    0.8   49.3     41.9 0.172      24.2 0.87    12.00     0.113    1.450 
Transfer:   3.00
    360.5    6.5   49.7    3.999  17.4  -0.02e-3 28.9    251.8     0.580    2.347      0.00
    650.7    3.4   48.0    189.0 0.164     131.4 4.87    12.00     0.113    1.503 
Critical:   4.65
    349.9    6.5   49.7    4.397  17.4  -0.04e-3 28.8    238.0     0.548    0.930      0.00
   1057.7    3.7   47.8    189.0 0.159     133.5 4.96    12.00     0.113    1.426 
0.1L    :   9.63
    318.5    6.5   49.7    5.579  17.4  -0.05e-3 28.8    204.1     0.475    0.827      0.00
   2276.7    4.7   47.3    189.0 0.146     132.4 4.97    12.00     0.113    1.427 
0.2L    :  19.27
    260.8    6.5   46.4    7.378  17.4  -0.01e-3 29.0    152.9     0.386    0.496      0.00
   4052.9    5.1   43.9    189.0 0.127     119.5 4.84    12.00     0.113    1.151 
0.3L    :  28.90
    204.5    6.5   48.0    7.378  17.4   0.86e-3 32.0    135.3     0.372    0.413      0.00
   5262.0    5.1   45.5    189.0 0.095      74.6 2.91    24.00     0.113    1.066 
0.4L    :  38.53
    149.4    6.5   49.6    7.378   0.0   1.23e-3 33.3     99.8     0.279    0.413      0.00
   5893.2    5.1   47.1    189.0 0.072      66.2 2.50    24.00     0.113    1.290 
0.5L    :  48.17
     95.6    6.5   49.6    7.378   0.0   1.06e-3 32.7     35.5     0.113    0.413      0.00
   5968.8    5.1   47.1    189.0 0.046      70.7 2.67    24.00     0.113    2.090 
0.6L    :  57.80
    149.4    6.5   49.6    7.378   0.0   1.23e-3 33.3     99.8     0.279    0.413      0.00
   5893.2    5.1   47.1    189.0 0.072      66.2 2.50    24.00     0.113    1.290 
0.7L    :  67.43
    204.5    6.5   48.0    7.378  17.4   0.86e-3 32.0    135.3     0.372    0.413      0.00
   5262.0    5.1   45.5    189.0 0.095      74.6 2.91    24.00     0.113    1.066 
0.8L    :  77.06
    260.8    6.5   46.4    7.378  17.4  -0.01e-3 29.0    152.9     0.386    0.496      0.00
   4052.9    5.1   43.9    189.0 0.127     119.5 4.84    12.00     0.113    1.151 
0.9L    :  86.70
    318.5    6.5   49.7    5.579  17.4  -0.05e-3 28.8    204.1     0.475    0.827      0.00
   2276.7    4.7   47.3    189.0 0.146     132.4 4.97    12.00     0.113    1.427 
Critical:  91.68
    349.9    6.5   49.7    4.397  17.4  -0.04e-3 28.8    238.0     0.548    0.930      0.00
   1057.7    3.7   47.8    189.0 0.159     133.5 4.96    12.00     0.113    1.426 
Transfer:  93.33
    360.5    6.5   49.7    3.999  17.4  -0.02e-3 28.9    251.8     0.580    1.760      0.00
    650.7    3.4   48.0    189.0 0.164     131.4 4.87    12.00     0.113    1.503 
Bearing :  95.67
    375.3    6.5   49.7    0.886   3.8   6.00e-3 50.0    389.0     1.881    3.840      0.00
      0.0    0.8   49.3     41.9 0.172      24.2 0.87    12.00     0.113    1.450 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1446.24
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    2.89
 
 
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
    375.3      8.46     49.68    0.77       49.30    24.00      0.300      2.070      0.012      0.000*
Transfer:      2.33
    360.5      8.35     49.68    3.39       47.99    24.00      0.300      2.033      0.000      2.347 
Critical:      3.99
    350.1      8.13     49.68    3.71       47.82    24.00      0.300      1.961      0.000      0.930 
0.1L    :      8.97
    318.5      7.47     49.68    4.68       47.34    24.00      0.300      1.742      0.000      0.827 
0.2L    :     18.60
    260.8      6.60     46.43    5.09       43.88    24.00      0.300      1.451      0.000      0.496 
0.3L    :     28.23
    204.5      5.00     48.01    5.09       45.47    24.00      0.300      0.916      0.000      0.413 
0.4L    :     37.87
    149.4      3.53     49.60    5.10       47.05    24.00      0.300      0.426      0.000      0.413 
0.5L    :     47.50
     95.6      2.26     49.60    5.10       47.05    24.00      0.300      0.003      0.000      0.413 
0.6L    :     57.13
    149.4      3.53     49.60    5.10       47.05    24.00      0.300      0.426      0.000      0.413 
0.7L    :     66.77
    204.5      5.00     48.01    5.09       45.47    24.00      0.300      0.916      0.000      0.413 
0.8L    :     76.40
    260.8      6.60     46.43    5.09       43.88    24.00      0.300      1.451      0.000      0.496 
0.9L    :     86.03
    318.5      7.47     49.68    4.68       47.34    24.00      0.300      1.742      0.000      0.827 
Critical:     91.01
    350.1      8.13     49.68    3.71       47.82    24.00      0.300      1.961      0.000      0.930 
Transfer:     92.67
    360.5      8.35     49.68    3.39       47.99    24.00      0.300      2.033      0.000      1.760 
Bearing :     95.00
    375.3      8.46     49.68    0.77       49.30    24.00      0.300      2.070      0.012      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.97 ft
Prestress      :       1.346  1.80      2.422  2.20      2.961
Self Wt.       :      -0.476  1.85     -0.880  2.40     -1.142
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          :       0.870            1.542            1.819
 
At 0.2 x L = 18.60 ft
Prestress      :       2.419  1.80      4.355  2.20      5.323
Self Wt.       :      -0.893  1.85     -1.653  2.40     -2.144
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          :       1.526            2.702            3.179
 
At 0.3 x L = 28.23 ft
Prestress      :       3.192  1.80      5.746  2.20      7.023
Self Wt.       :      -1.213  1.85     -2.244  2.40     -2.911
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          :       1.979            3.502            4.112
 
At 0.4 x L = 37.87 ft
Prestress      :       3.641  1.80      6.554  2.20      8.011
Self Wt.       :      -1.408  1.85     -2.604  2.40     -3.379
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.234            3.950            4.632
 
At 0.5 x L = 47.50 ft
Prestress      :       3.808  1.80      6.854  2.20      8.377
Self Wt.       :      -1.478  1.85     -2.735  2.40     -3.548
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.330            4.119            4.829
 
At 0.6 x L = 57.13 ft
Prestress      :       3.641  1.80      6.554  2.20      8.011
Self Wt.       :      -1.408  1.85     -2.604  2.40     -3.379
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.234            3.950            4.632
 
At 0.7 x L = 66.77 ft
Prestress      :       3.192  1.80      5.746  2.20      7.023
Self Wt.       :      -1.213  1.85     -2.244  2.40     -2.911
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          :       1.979            3.502            4.112
 
At 0.8 x L = 76.40 ft
Prestress      :       2.419  1.80      4.355  2.20      5.323
Self Wt.       :      -0.893  1.85     -1.653  2.40     -2.144
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          :       1.526            2.702            3.179
 
At 0.9 x L = 86.03 ft
Prestress      :       1.346  1.80      2.422  2.20      2.961
Self Wt.       :      -0.476  1.85     -0.880  2.40     -1.142
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          :       0.870            1.542            1.819
 

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
   640.4    43.7  4.856  263.1    4.0   3.39   4477.3  0.036T 1.00       -       -     -     -  
H/2     :   2.22
   609.4    43.7  4.668  263.4    3.8   3.26   4312.6  0.037T 1.00       -       -     -     -  
0.1L    :   8.97
  2276.7    44.8  6.775  260.7    5.5   4.68   6255.3  0.025T 1.00       -       -     -     -  
0.2L    :  18.60
  4171.0    46.4  7.378  260.3    6.0   5.09   7021.7  0.023T 1.00    565.4   565.4   12.42    -  
0.3L    :  28.23
  5494.3    48.0  7.378  260.6    6.0   5.09   7284.1  0.023T 1.00    362.0   362.0   20.12    -  
0.4L    :  37.87
  6285.5    49.6  7.378  260.9    6.0   5.10   7546.5  0.023T 1.00    254.0   254.0   29.72    -  
0.5L    :  47.50
  6522.7    49.6  7.378  260.9    6.0   5.10   7546.5  0.023T 1.00    209.2   209.2   36.07    -  
0.6L    :  57.13
  6285.5    49.6  7.378  260.9    6.0   5.10   7546.5  0.023T 1.00    254.0   254.0   29.72    -  
0.7L    :  66.77
  5494.3    48.0  7.378  260.6    6.0   5.09   7284.1  0.023T 1.00    362.0   362.0   20.12    -  
0.8L    :  76.40
  4171.0    46.4  7.378  260.3    6.0   5.09   7021.7  0.023T 1.00    565.4   565.4   12.42    -  
0.9L    :  86.03
  2276.7    44.8  6.775  260.7    5.5   4.68   6255.3  0.025T 1.00       -       -     -     -  
H/2     :  92.78
   609.4    43.7  4.668  263.4    3.8   3.26   4312.6  0.037T 1.00       -       -     -     -  
Transfer:  92.67
   640.4    43.7  4.856  263.1    4.0   3.39   4477.3  0.036T 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 1-17; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.072
        M   2.00 Fb     0.154
 
  2   2 E  42.00 Ft     0.407
        M   6.00 Fb     0.093
 
  3   2 E  40.00 Ft     0.720
        M   4.00 Fb     0.051
 
  4   2 E  38.00 Ft     1.010
        M   2.00 Fb     0.027
 
  5   2 E   6.00 Ft     0.964
        M   6.00 Fb     0.278
 
  6   2 E   6.00 Ft     0.917
        M   6.00 Fb     0.528
 
  7   2 E   6.00 Ft     0.871
        M   6.00 Fb     0.778
 
  8   2 E   4.00 Ft     0.801
        M   4.00 Fb     1.048
 
  9   2 E   4.00 Ft     0.731
        M   4.00 Fb     1.317
 
 10   2 E   4.00 Ft     0.662
        M   4.00 Fb     1.586
 
 11   2 E   4.00 Ft     0.592
        M   4.00 Fb     1.855
 
 12   2 E   4.00 Ft     0.523
        M   4.00 Fb     2.124
 
 13   2 E   2.00 Ft     0.430
        M   2.00 Fb     2.412
 
 14   2 E   2.00 Ft     0.338
        M   2.00 Fb     2.700
 
 15   2 E   2.00 Ft     0.245
        M   2.00 Fb     2.988
 
 16   2 E   2.00 Ft     0.153
        M   2.00 Fb     3.276
 
 17   2 E   2.00 Ft     0.060
        M   2.00 Fb     3.564
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 96.33            Release Length, ft: 96.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  34
No. of strands, Draped:   6           No. of strands, Straight:  28
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.27 %               Final losses: 13.11 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       3.565     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.060       Trans
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7546.53     6522.69     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   0.189     Midspan
    Pre.Top:   4.500  -0.000     Bearing    3.375   2.312     Midspan
    Pre.Bot:   4.500  -0.000     Bearing    3.375   2.945    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520  -0.000     Bearing
    Pre.Bot:  -0.520  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.455     Midspan
    Pre.Bot:                                                             3.000   1.360    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.808  1.80      6.854  2.20      8.377
Self Wt.       :      -1.478  1.85     -2.735  2.40     -3.548
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       2.330            4.119            4.829
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  3.50 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   95.00
     DC  Line       0.076      0.00       0.076   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.330 ft
Release length = 96.330 ft
Design  length = 95.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.711   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.940   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.035   (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                  =        691.8 in2           1319.7 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           450455 in4#
Ht. of c.g.           =        20.74 in             34.32 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1525.4 plf   
Mom. of Inertia (Iyy) =      36166.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8127

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.22     8.97    18.60    28.23    37.87    47.50
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    699.5    726.4    725.1    726.4    726.4    726.4    726.4    726.4
  Yb      ,  in    20.62    20.20    20.23    20.15    20.08    20.00    19.93    19.93
  MI(Ixx) , in4   179864   183132   182964   183981   185355   186895   188602   188602
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1326.9   1352.4   1351.1   1352.4   1352.4   1352.4   1352.4   1352.4
  Yb      ,  in    34.19    33.72    33.74    33.69    33.66    33.62    33.58    33.58
  MI(Ixx) , in4   454754   470091   469319   471860   474564   477430   480456   480456

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  34 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 38.53 ft from member end )
END PATTERN (Ycg = 10.00 in):
    12 @  2.000 in    10 @  4.000 in     6 @  6.000 in     2 @ 38.000 in
     2 @ 40.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 3.65 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    10 @  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     =    7.38 in2      Initial Pull          =     1446.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.622 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.527 ft
Holddown Force        =  19.811 kips     Beam Shrtng (PL/AE)   =      0.460 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)       
--------------------------------------------------------------------------------------
      3276.619         740 2424.698     17.140 69417.953   958.622     609.763        
 
 
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      1.5000     No
      2      US#6[M19]       60.00        0.88       3.00       1.5000      2.2500    Yes
      2      US#6[M19]       60.00        0.88       4.50       2.2500      3.0000    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.0000      4.5000    Yes
      2      US#5[M16]       60.00        0.62       8.00       4.5000      5.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1667     10.4170    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.4170     16.4170    Yes
      2      US#5[M16]       60.00        0.62      15.00      16.4170     22.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      22.6670     73.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      73.6631     79.9131    Yes
      2      US#5[M16]       60.00        0.62      12.00      79.9131     85.9131    Yes
      2      US#5[M16]       60.00        0.62       9.00      85.9131     91.1634    Yes
      2      US#5[M16]       60.00        0.62       8.00      91.1634     91.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      91.8301     93.3301    Yes
      2      US#6[M19]       60.00        0.88       4.50      93.3301     94.0801    Yes
      2      US#6[M19]       60.00        0.88       3.00      94.0801     94.8301    Yes
      2      US#6[M19]       60.00        0.88       2.75      94.8301     96.2051     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 96.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.3780 in2       Ycg =  3.65 in
         P_init    =     1446.2 kips  Ecc = 17.09 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.21 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.847 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.84 ksi    0.00 ksi
    due to Composite Loads                                 -2.10 ksi    0.00 ksi
    due to Live Loads                                      -6.82 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.94 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.21 ksi  ( 8.27 %)             9.57 ksi ( 4.88 %)
Total Prestress Losses                                    25.78 ksi (13.15 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.22    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    78.0    74.2   278.0   512.0   679.2   779.5   813.0
(Max)       V      34.2    32.5    32.6    27.8    20.8    13.9     6.9     0.0
DL-Prec.  : M       0.0    12.0    11.4    42.9    79.0   104.8   120.3   125.4
DC(Max)     V       5.3     5.0     5.0     4.3     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.1    82.8   310.5   571.9   758.6   870.6   907.9
Haunch (Max)V      38.2    36.3    36.4    31.0    23.3    15.5     7.8     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.3     3.5     4.7     5.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.0    30.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.4    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    16.8    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.4     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   211.1   200.9   748.4  1363.9  1784.2  2034.0  2099.2
            V     120.9   116.7   116.9   105.0    88.7    72.4    50.0    33.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   120.9   116.7   116.9   105.0    89.7    75.1    61.1    47.7
            M      -0.0   217.6   207.1   748.4  1289.6  1638.1  1787.2  1750.8
Total     : M+      0.0   438.2   416.9  1558.0  2855.5  3763.3  4305.9  4469.7
            V     220.5   211.5   212.0   185.9   149.4   112.9    70.3    33.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   220.5   211.5   212.0   185.9   150.4   115.6    81.4    47.8
            M      -0.0   444.6   423.1  1558.0  2781.2  3617.1  4059.2  4121.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.78   92.67   95.00
Self wt.  : M     779.5   679.2   512.0   278.0    74.2    78.0     0.0
(Max)       V       6.9    13.9    20.8    27.8    32.6    32.5    34.2
DL-Prec.  : M     120.3   104.8    79.0    42.9    11.4    12.0     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     5.0     5.0     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     870.6   758.6   571.9   310.5    82.8    87.1     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    36.4    36.3    38.2
Diaphragm : M       4.7     3.5     2.3     1.1     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.2   279.0   210.3   114.2    30.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.4    13.4    14.1
DL-Comp   : M     176.7   153.9   116.1    63.0    16.8    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.4     7.4     7.8
LL + I    : M+   2034.0  1784.2  1363.9   748.4   200.9   211.1     0.0
            V      50.0    72.4    88.7   105.0   116.9   116.7   120.9
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    61.1    75.1    89.7   105.0   116.9   116.7   120.9
            M    1787.2  1638.1  1289.6   748.4   207.1   217.6    -0.0
Total     : M+   4305.9  3763.3  2855.5  1558.0   416.9   438.2     0.0
            V      70.3   112.9   149.4   185.9   212.0   211.5   220.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    81.4   115.6   150.4   185.9   212.0   211.5   220.5
            M    4059.2  3617.1  2781.2  1558.0   423.1   444.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               34.2             34.2
Deck+Haunch            38.2             38.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           38.8             38.8
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    78.0    74.2   278.0   512.0   679.2   779.5   813.0
(Max)       V      34.2    32.5    32.6    27.8    20.8    13.9     6.9     0.0
DL-Prec.  : M       0.0    12.0    11.4    42.9    79.0   104.8   120.3   125.4
DC(Max)     V       5.3     5.0     5.0     4.3     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.1    82.8   310.5   571.9   758.6   870.6   907.9
Haunch (Max)V      38.2    36.3    36.4    31.0    23.3    15.5     7.8     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.3     3.5     4.7     5.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.0    30.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.4    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    16.8    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.4     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   168.9   160.7   598.7  1091.1  1427.4  1627.2  1679.4
            V      96.7    93.4    93.5    84.0    71.0    57.9    40.0    26.9
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    96.7    93.4    93.5    84.0    71.8    60.1    48.9    38.2
            M      -0.0   174.0   165.7   598.7  1031.7  1310.5  1429.7  1400.7
Total     : M+      0.0   396.0   376.7  1408.4  2582.7  3406.4  3899.2  4049.8
            V     196.4   188.2   188.6   164.9   131.7    98.4    60.3    27.1
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   196.4   188.2   188.6   164.9   132.5   100.6    69.2    38.3
            M      -0.0   401.1   381.7  1408.4  2523.3  3289.5  3701.7  3771.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.78   92.67   95.00
Self wt.  : M     779.5   679.2   512.0   278.0    74.2    78.0     0.0
(Max)       V       6.9    13.9    20.8    27.8    32.6    32.5    34.2
DL-Prec.  : M     120.3   104.8    79.0    42.9    11.4    12.0     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     5.0     5.0     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     870.6   758.6   571.9   310.5    82.8    87.1     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    36.4    36.3    38.2
Diaphragm : M       4.7     3.5     2.3     1.1     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.2   279.0   210.3   114.2    30.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.4    13.4    14.1
DL-Comp   : M     176.7   153.9   116.1    63.0    16.8    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.4     7.4     7.8
LL + I    : M+   1627.2  1427.4  1091.1   598.7   160.7   168.9     0.0
            V      40.0    57.9    71.0    84.0    93.5    93.4    96.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    48.9    60.1    71.8    84.0    93.5    93.4    96.7
            M    1429.7  1310.5  1031.7   598.7   165.7   174.0    -0.0
Total     : M+   3899.2  3406.4  2582.7  1408.4   376.7   396.0     0.0
            V      60.3    98.4   131.7   164.9   188.6   188.2   196.4
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    69.2   100.6   132.5   164.9   188.6   188.2   196.4
            M    3701.7  3289.5  2523.3  1408.4   381.7   401.1    -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    2.22    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    97.5    92.7   347.5   640.0   849.0   974.4  1016.2
(Max)       V      42.8    40.7    40.8    34.7    26.0    17.4     8.7     0.0
Self wt.  : M       0.0    70.2    66.8   250.2   460.8   611.3   701.6   731.7
(Min)       V      30.8    29.3    29.4    25.0    18.7    12.5     6.2     0.0
DL-Prec.  : M       0.0    15.0    14.3    53.6    98.7   131.0   150.3   156.8
DC(Max)     V       6.6     6.3     6.3     5.4     4.0     2.7     1.3     0.0
DL-Prec.  : M       0.0    10.8    10.3    38.6    71.1    94.3   108.2   112.9
DC(Min)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   108.8   103.5   388.1   714.8   948.2  1088.2  1134.9
Haunch (Max)V      47.8    45.4    45.6    38.8    29.1    19.4     9.7     0.0
Deck +    : M       0.0    78.4    74.6   279.4   514.7   682.7   783.5   817.1
Haunch (Min)V      34.4    32.7    32.8    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.4     0.3     1.4     2.9     4.4     5.9     7.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     1.0     2.1     3.2     4.3     5.3
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    40.0    38.1   142.7   262.9   348.7   400.2   417.4
DC(Max)     V      17.6    16.7    16.8    14.3    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    28.8    27.4   102.8   189.3   251.1   288.2   300.5
DC(Min)     V      12.7    12.0    12.1    10.3     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    26.5    25.2    94.5   174.1   230.9   265.0   276.4
DW(Max)     V      11.6    11.1    11.1     9.4     7.1     4.7     2.4     0.0
DL-Comp   : M       0.0    11.5    10.9    41.0    75.4   100.1   114.8   119.8
DW(Min)     V       5.0     4.8     4.8     4.1     3.1     2.0     1.0     0.0
LL + I    : M+      0.0   369.5   351.6  1309.7  2386.8  3122.4  3559.4  3673.7
            V     211.5   204.3   204.6   183.8   155.2   126.7    87.5    58.9
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   211.5   204.3   204.6   183.8   157.0   131.4   106.9    83.5
            M      -0.0   380.7   362.4  1309.7  2256.8  2866.7  3127.6  3064.0
Total     : M+      0.0   657.7   625.8  2337.5  4280.3  5634.7  6443.6  6682.8
            V     338.0   324.6   325.3   286.4   232.3   178.1   113.2    59.1
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   338.0   324.6   325.3   286.4   234.0   182.8   132.7    83.6
            M      -0.0   669.0   636.7  2337.5  4150.3  5379.0  6011.7  6073.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.78   92.67   95.00
Self wt.  : M     974.4   849.0   640.0   347.5    92.7    97.5     0.0
(Max)       V       8.7    17.4    26.0    34.7    40.8    40.7    42.8
Self wt.  : M     701.6   611.3   460.8   250.2    66.8    70.2     0.0
(Min)       V       6.2    12.5    18.7    25.0    29.4    29.3    30.8
DL-Prec.  : M     150.3   131.0    98.7    53.6    14.3    15.0     0.0
DC(Max)     V       1.3     2.7     4.0     5.4     6.3     6.3     6.6
DL-Prec.  : M     108.2    94.3    71.1    38.6    10.3    10.8     0.0
DC(Min)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1088.2   948.2   714.8   388.1   103.5   108.8     0.0
Haunch (Max)V       9.7    19.4    29.1    38.8    45.6    45.4    47.8
Deck +    : M     783.5   682.7   514.7   279.4    74.6    78.4     0.0
Haunch (Min)V       7.0    14.0    20.9    27.9    32.8    32.7    34.4
Diaphragm : M       5.9     4.4     2.9     1.4     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.3     3.2     2.1     1.0     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     400.2   348.7   262.9   142.7    38.1    40.0     0.0
DC(Max)     V       3.6     7.1    10.7    14.3    16.8    16.7    17.6
DL-Comp   : M     288.2   251.1   189.3   102.8    27.4    28.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.3    12.1    12.0    12.7
DL-Comp   : M     265.0   230.9   174.1    94.5    25.2    26.5     0.0
DW(Max)     V       2.4     4.7     7.1     9.4    11.1    11.1    11.6
DL-Comp   : M     114.8   100.1    75.4    41.0    10.9    11.5     0.0
DW(Min)     V       1.0     2.0     3.1     4.1     4.8     4.8     5.0
LL + I    : M+   3559.4  3122.4  2386.8  1309.7   351.6   369.5     0.0
            V      87.5   126.7   155.2   183.8   204.6   204.3   211.5
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   106.9   131.4   157.0   183.8   204.6   204.3   211.5
            M    3127.6  2866.7  2256.8  1309.7   362.4   380.7    -0.0
Total     : M+   6443.6  5634.7  4280.3  2337.5   625.8   657.7     0.0
            V     113.2   178.1   232.3   286.4   325.3   324.6   338.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   132.7   182.8   234.0   286.4   325.3   324.6   338.0
            M    6011.7  5379.0  4150.3  2337.5   636.7   669.0    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               42.8             42.8
Deck+Haunch            47.8             47.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            6.6              6.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           58.2             58.2
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    78.0    74.2   278.0   512.0   679.2   779.5   813.0
(Max)       V      34.2    32.5    32.6    27.8    20.8    13.9     6.9     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    12.0    11.4    42.9    79.0   104.8   120.3   125.4
DC(Max)     V       5.3     5.0     5.0     4.3     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.1    82.8   310.5   571.9   758.6   870.6   907.9
Haunch (Max)V      38.2    36.3    36.4    31.0    23.3    15.5     7.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.1     2.3     3.5     4.7     5.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    32.0    30.5   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.4    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    17.7    16.8    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.4     6.3     4.7     3.1     1.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   210.3   200.2   736.3  1311.5  1708.5  1911.0  1890.2
            V     121.2   117.3   117.5   106.2    91.2    69.7    54.7    39.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   121.2   117.3   117.5   106.2    91.2    76.2    61.2    46.2
            M       0.0   210.3   200.2   736.3  1311.5  1663.3  1791.9  1697.0
Total     : M+      0.0   437.4   416.2  1545.9  2803.1  3687.5  4183.0  4260.7
            V     220.9   212.1   212.5   187.1   151.9   110.2    75.0    39.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   220.9   212.1   212.5   187.1   151.9   116.7    81.5    46.4
            M       0.0   437.4   416.2  1545.9  2803.1  3642.4  4063.8  4067.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.78   92.67   95.00
Self wt.  : M     779.5   679.2   512.0   278.0    74.2    78.0     0.0
(Max)       V       6.9    13.9    20.8    27.8    32.6    32.5    34.2
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     120.3   104.8    79.0    42.9    11.4    12.0     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     5.0     5.0     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     870.6   758.6   571.9   310.5    82.8    87.1     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    36.4    36.3    38.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.7     3.5     2.3     1.1     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     320.2   279.0   210.3   114.2    30.5    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.4    13.4    14.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     176.7   153.9   116.1    63.0    16.8    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.4     7.4     7.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1911.0  1708.5  1311.5   736.3   200.2   210.3     0.0
            V      54.7    69.7    91.2   106.2   117.5   117.3   121.2
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    61.2    76.2    91.2   106.2   117.5   117.3   121.2
            M    1791.9  1663.3  1311.5   736.3   200.2   210.3     0.0
Total     : M+   4183.0  3687.5  2803.1  1545.9   416.2   437.4     0.0
            V      75.0   110.2   151.9   187.1   212.5   212.1   220.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    81.5   116.7   151.9   187.1   212.5   212.1   220.9
            M    4063.8  3642.4  2803.1  1545.9   416.2   437.4     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    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.164   0.488   0.863   1.127   1.280   1.334 
Bottom        -0.134  -0.396  -0.695  -0.902  -1.017  -1.060 
 
Prestress
Precast-top   -0.104  -0.302  -0.586  -0.865  -1.139  -1.139 
Bottom         3.698   3.851   4.067   4.276   4.478   4.478 
 
Total
Precast-top    0.060   0.185   0.277   0.262   0.141   0.195 
Bottom         3.565   3.455   3.372   3.375   3.461   3.418 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.42 %)
             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    2.22    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.019   0.072   0.131   0.174   0.198   0.207 
Precast-top   -0.007   0.211   0.203   0.811   1.460   1.847   1.976   2.105 
Bottom         0.747   2.961   2.855   2.390   1.770   1.394   1.255   1.139 
 

 
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    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.164   0.488   0.863   1.127   1.280   1.334 
Bottom        -0.134  -0.396  -0.695  -0.902  -1.017  -1.060 
 
Prestress
Precast-top   -0.104  -0.302  -0.586  -0.865  -1.139  -1.139 
Bottom         3.698   3.851   4.067   4.276   4.478   4.478 
 
Total
Precast-top    0.060   0.185   0.277   0.262   0.141   0.195 
Bottom         3.565   3.455   3.372   3.375   3.461   3.418 
 
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 = 12.42 %)
             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    2.22    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22    8.97   18.60   28.23   37.87   47.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.095   0.091   0.333   0.594   0.772   0.862   0.858 
Precast-top   -0.003   0.166   0.159   0.617   1.106   1.412   1.533   1.592 
Bottom         0.373   1.300   1.255   0.564  -0.231  -0.747  -0.975  -1.016 
 

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
    338.0    6.5   49.7    0.891   3.8   6.00e-3 50.0    347.6     1.682    3.840      0.00
      0.0    0.9   49.2     41.9 0.155      24.2 0.87    12.00     0.113    1.608 
Transfer:   3.00
    324.6    6.5   49.7    4.018  17.4  -0.04e-3 28.9    210.3     0.485    2.347      0.00
    669.0    3.9   47.7    189.0 0.147     133.0 4.95    12.00     0.113    1.662 
Critical:   4.63
    315.1    6.5   49.7    4.412  17.4  -0.07e-3 28.8    197.6     0.456    0.930      0.00
   1081.8    4.2   47.6    189.0 0.144     135.2 5.05    12.00     0.113    1.586 
0.1L    :   9.63
    286.4    6.5   49.7    5.601  17.4  -0.05e-3 28.8    168.6     0.395    0.827      0.00
   2337.5    5.3   47.0    189.0 0.131     132.3 5.00    12.00     0.113    1.580 
0.2L    :  19.27
    234.0    6.5   46.4    7.378  17.4  -0.01e-3 29.0    124.2     0.316    0.496      0.00
   4150.3    5.8   43.5    189.0 0.114     118.4 4.83    24.00     0.113    1.272 
0.3L    :  28.90
    182.8    6.5   48.0    7.378  17.4   0.96e-3 32.4    114.8     0.322    0.413      0.00
   5379.0    5.8   45.1    189.0 0.084      70.9 2.79    24.00     0.113    1.160 
0.4L    :  38.53
    132.7    6.5   49.6    7.378   0.0   1.34e-3 33.7     84.5     0.241    0.413      0.00
   6011.7    5.8   46.7    189.0 0.065      62.8 2.39    24.00     0.113    1.408 
0.5L    :  48.17
     83.6    6.5   49.6    7.378   0.0   1.19e-3 33.1     26.1     0.113    0.413      0.00
   6073.1    5.8   46.7    189.0 0.041      66.8 2.54    24.00     0.113    2.310 
0.6L    :  57.80
    132.7    6.5   49.6    7.378   0.0   1.34e-3 33.7     84.5     0.241    0.413      0.00
   6011.7    5.8   46.7    189.0 0.065      62.8 2.39    24.00     0.113    1.408 
0.7L    :  67.43
    182.8    6.5   48.0    7.378  17.4   0.96e-3 32.4    114.8     0.322    0.413      0.00
   5379.0    5.8   45.1    189.0 0.084      70.9 2.79    24.00     0.113    1.160 
0.8L    :  77.06
    234.0    6.5   46.4    7.378  17.4  -0.01e-3 29.0    124.2     0.316    0.496      0.00
   4150.3    5.8   43.5    189.0 0.114     118.4 4.83    24.00     0.113    1.272 
0.9L    :  86.70
    286.4    6.5   49.7    5.601  17.4  -0.05e-3 28.8    168.6     0.395    0.827      0.00
   2337.5    5.3   47.0    189.0 0.131     132.3 5.00    12.00     0.113    1.580 
Critical:  91.70
    315.1    6.5   49.7    4.412  17.4  -0.07e-3 28.8    197.6     0.456    0.930      0.00
   1081.8    4.2   47.6    189.0 0.144     135.2 5.05    12.00     0.113    1.586 
Transfer:  93.33
    324.6    6.5   49.7    4.018  17.4  -0.04e-3 28.9    210.3     0.485    1.760      0.00
    669.0    3.9   47.7    189.0 0.147     133.0 4.95    12.00     0.113    1.662 
Bearing :  95.67
    338.0    6.5   49.7    0.891   3.8   6.00e-3 50.0    347.6     1.682    3.840      0.00
      0.0    0.9   49.2     41.9 0.155      24.2 0.87    12.00     0.113    1.608 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1446.24
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    2.89
 
 
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
    338.0      7.63     49.68    0.87       49.24    24.00      0.300      1.793      0.000      0.000*
Transfer:      2.33
    324.6      7.55     49.68    3.86       47.75    24.00      0.300      1.768      0.000      2.347 
Critical:      3.96
    315.2      7.36     49.68    4.22       47.57    24.00      0.300      1.705      0.000      0.930 
0.1L    :      8.97
    286.4      6.77     49.68    5.32       47.02    24.00      0.300      1.506      0.000      0.827 
0.2L    :     18.60
    234.0      5.97     46.43    5.76       43.54    24.00      0.300      1.241      0.000      0.496 
0.3L    :     28.23
    182.8      4.50     48.01    5.77       45.13    24.00      0.300      0.750      0.000      0.413 
0.4L    :     37.87
    132.7      3.16     49.60    5.78       46.71    24.00      0.300      0.302      0.000      0.413 
0.5L    :     47.50
     83.6      1.99     49.60    5.78       46.71    24.00      0.300      0.000      0.000      0.413 
0.6L    :     57.13
    132.7      3.16     49.60    5.78       46.71    24.00      0.300      0.302      0.000      0.413 
0.7L    :     66.77
    182.8      4.50     48.01    5.77       45.13    24.00      0.300      0.750      0.000      0.413 
0.8L    :     76.40
    234.0      5.97     46.43    5.76       43.54    24.00      0.300      1.241      0.000      0.496 
0.9L    :     86.03
    286.4      6.77     49.68    5.32       47.02    24.00      0.300      1.506      0.000      0.827 
Critical:     91.04
    315.2      7.36     49.68    4.22       47.57    24.00      0.300      1.705      0.000      0.930 
Transfer:     92.67
    324.6      7.55     49.68    3.86       47.75    24.00      0.300      1.768      0.000      1.760 
Bearing :     95.00
    338.0      7.63     49.68    0.87       49.24    24.00      0.300      1.793      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.97 ft
Prestress      :       1.346  1.80      2.422  2.20      2.961
Self Wt.       :      -0.476  1.85     -0.880  2.40     -1.142
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          :       0.870            1.542            1.819
 
At 0.2 x L = 18.60 ft
Prestress      :       2.419  1.80      4.355  2.20      5.323
Self Wt.       :      -0.893  1.85     -1.653  2.40     -2.144
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          :       1.526            2.702            3.179
 
At 0.3 x L = 28.23 ft
Prestress      :       3.192  1.80      5.746  2.20      7.023
Self Wt.       :      -1.213  1.85     -2.244  2.40     -2.911
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          :       1.979            3.502            4.112
 
At 0.4 x L = 37.87 ft
Prestress      :       3.641  1.80      6.554  2.20      8.011
Self Wt.       :      -1.408  1.85     -2.604  2.40     -3.379
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.234            3.950            4.632
 
At 0.5 x L = 47.50 ft
Prestress      :       3.808  1.80      6.854  2.20      8.377
Self Wt.       :      -1.478  1.85     -2.735  2.40     -3.548
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.330            4.119            4.829
 
At 0.6 x L = 57.13 ft
Prestress      :       3.641  1.80      6.554  2.20      8.011
Self Wt.       :      -1.408  1.85     -2.604  2.40     -3.379
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.234            3.950            4.632
 
At 0.7 x L = 66.77 ft
Prestress      :       3.192  1.80      5.746  2.20      7.023
Self Wt.       :      -1.213  1.85     -2.244  2.40     -2.911
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          :       1.979            3.502            4.112
 
At 0.8 x L = 76.40 ft
Prestress      :       2.419  1.80      4.355  2.20      5.323
Self Wt.       :      -0.893  1.85     -1.653  2.40     -2.144
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          :       1.526            2.702            3.179
 
At 0.9 x L = 86.03 ft
Prestress      :       1.346  1.80      2.422  2.20      2.961
Self Wt.       :      -0.476  1.85     -0.880  2.40     -1.142
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          :       0.870            1.542            1.819
 

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
   657.7    43.7  4.879  262.2    4.5   3.86   4456.7  0.031T 1.00       -       -     -     -  
H/2     :   2.22
   625.8    43.7  4.690  262.4    4.4   3.71   4294.3  0.032T 1.00       -       -     -     -  
0.1L    :   8.97
  2337.5    44.8  6.801  259.4    6.3   5.32   6202.0  0.022T 1.00       -       -     -     -  
0.2L    :  18.60
  4280.3    46.4  7.378  259.0    6.8   5.76   6933.0  0.020T 1.00    621.3   621.3   11.16    -  
0.3L    :  28.23
  5634.7    48.0  7.378  259.3    6.8   5.77   7195.0  0.020T 1.00    440.9   440.9   16.32    -  
0.4L    :  37.87
  6443.6    49.6  7.378  259.6    6.8   5.78   7457.1  0.020T 1.00    345.7   345.7   21.57    -  
0.5L    :  47.50
  6682.8    49.6  7.378  259.6    6.8   5.78   7457.1  0.020T 1.00    306.3   306.3   24.35    -  
0.6L    :  57.13
  6443.6    49.6  7.378  259.6    6.8   5.78   7457.1  0.020T 1.00    345.7   345.7   21.57    -  
0.7L    :  66.77
  5634.7    48.0  7.378  259.3    6.8   5.77   7195.0  0.020T 1.00    440.9   440.9   16.32    -  
0.8L    :  76.40
  4280.3    46.4  7.378  259.0    6.8   5.76   6933.0  0.020T 1.00    621.3   621.3   11.16    -  
0.9L    :  86.03
  2337.5    44.8  6.801  259.4    6.3   5.32   6202.0  0.022T 1.00       -       -     -     -  
H/2     :  92.78
   625.8    43.7  4.690  262.4    4.4   3.71   4294.3  0.032T 1.00       -       -     -     -  
Transfer:  92.67
   657.7    43.7  4.879  262.2    4.5   3.86   4456.7  0.031T 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 1-17; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.072
        M   2.00 Fb     0.154
 
  2   2 E  42.00 Ft     0.407
        M   6.00 Fb     0.093
 
  3   2 E  40.00 Ft     0.720
        M   4.00 Fb     0.051
 
  4   2 E  38.00 Ft     1.010
        M   2.00 Fb     0.027
 
  5   2 E   6.00 Ft     0.964
        M   6.00 Fb     0.278
 
  6   2 E   6.00 Ft     0.917
        M   6.00 Fb     0.528
 
  7   2 E   6.00 Ft     0.871
        M   6.00 Fb     0.778
 
  8   2 E   4.00 Ft     0.801
        M   4.00 Fb     1.048
 
  9   2 E   4.00 Ft     0.731
        M   4.00 Fb     1.317
 
 10   2 E   4.00 Ft     0.662
        M   4.00 Fb     1.586
 
 11   2 E   4.00 Ft     0.592
        M   4.00 Fb     1.855
 
 12   2 E   4.00 Ft     0.523
        M   4.00 Fb     2.124
 
 13   2 E   2.00 Ft     0.430
        M   2.00 Fb     2.412
 
 14   2 E   2.00 Ft     0.338
        M   2.00 Fb     2.700
 
 15   2 E   2.00 Ft     0.245
        M   2.00 Fb     2.988
 
 16   2 E   2.00 Ft     0.153
        M   2.00 Fb     3.276
 
 17   2 E   2.00 Ft     0.060
        M   2.00 Fb     3.564
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 96.33            Release Length, ft: 96.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  34
No. of strands, Draped:   6           No. of strands, Straight:  28
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.27 %               Final losses: 13.15 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       3.565     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.060       Trans
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  7457.11     6682.76     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   0.207     Midspan
    Pre.Top:   4.500  -0.000     Bearing    3.375   2.105     Midspan
    Pre.Bot:   4.500  -0.000     Bearing    3.375   2.961    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520  -0.000     Bearing
    Pre.Bot:  -0.520  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.592     Midspan
    Pre.Bot:                                                             3.000   1.300    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.808  1.80      6.854  2.20      8.377
Self Wt.       :      -1.478  1.85     -2.735  2.40     -3.548
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       2.330            4.119            4.829
 
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

