 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTC120 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 120 feet, girder spacing is 8.75 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 4.875 feet and 14 feet from 
                     the girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 8 ksi and 10 ksi, respectively.
                     (11) Deck strength req'd is 4.5 ksi
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_ccd.tmp\BTC120-0_40\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       41.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       37.834
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 =   2218532.00
 
SPAN DATA
---------
Precast length    , ft =    121.330
Bearing-to-bearing, ft =    120.000
Release span      , ft =    121.330
 
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   7.750
 2               IA-BTC    8.500    691.8   178971.0  45.00  20.74  34.00   8.500
 3               IA-BTC    8.500    691.8   178971.0  45.00  20.74  34.00   8.500
 4               IA-BTC    8.500    691.8   178971.0  45.00  20.74  34.00   8.500
 5               IA-BTC    8.500    691.8   178971.0  45.00  20.74  34.00   7.750
 
 
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      =     10.000           4.500
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5772.500        4435.310
K1            =      1.000           1.000
f'ci,ksi      =      8.000 
Eci ,ksi      =   5362.700
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  120.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  120.00   Additional Overhang Load
   1    1    DC Line        0.073    0.00       0.073  120.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  120.00   Additional Haunch Load
   1    2    DC Line        0.080    0.00       0.080  120.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  120.00   Additional Haunch Load
   1    3    DC Line        0.080    0.00       0.080  120.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  120.00   Additional Haunch Load
   1    4    DC Line        0.080    0.00       0.080  120.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  120.00   Additional Haunch Load
   1    5    DC Line        0.073    0.00       0.073  120.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   60.000
   1    2        0.500   60.000
   1    3        0.500   60.000
   1    4        0.500   60.000
   1    5        0.250   60.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740  120.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  120.00   Right Barrier Weight
   1    DW Area        0.020   37.83          -       -    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   0.036*     0.045 NG     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              8.00 ksi 
  Elasticity          5362.7 ksi 
  Max comp              5.20 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.68 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength     10.00 ksi    4.50 ksi 
  Elasticity 5772.50 ksi 4435.31 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    6.00 ksi 2.70 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.50 ksi 2.02 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.60 ksi -0.40 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    8.00       10.00      4.50   
  Span:1, Beam:2 0.6''-LL-270-72.6    8.00       10.00      4.50   
  Span:1, Beam:3 0.6''-LL-270-72.6    8.00       10.00      4.50   
  Span:1, Beam:4 0.6''-LL-270-72.6    8.00       10.00      4.50   
  Span:1, Beam:5 0.6''-LL-270-72.6    8.00       10.00      4.50   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 54 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 48.53 ft from member end )
 
END PATTERN (Ycg = 10.88 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  2 @ 34.000 in  2 @ 36.000 in  2 @ 38.000 in  2 @ 40.000 in 
  2 @ 42.000 in                                              
 
MID PATTERN (Ycg = 4.96 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 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    2.25   0.1250   1.2500 No        
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.5000 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.5000   2.9167 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.9167   4.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.9167  14.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  24.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  24.6670  32.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  32.1667  89.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  89.1634  96.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  96.6631 106.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 106.6634 116.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00 116.4134 118.4134 Yes       
       2 US#6[M19]  60.0  0.88    5.00 118.4134 118.8301 Yes       
       2 US#6[M19]  60.0  0.88    3.00 118.8301 120.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 120.0801 121.2051 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 121.3300       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:
 54 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 48.53 ft from member end )
 
END PATTERN (Ycg = 10.88 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  2 @ 34.000 in  2 @ 36.000 in  2 @ 38.000 in  2 @ 40.000 in 
  2 @ 42.000 in                                              
 
MID PATTERN (Ycg = 4.96 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 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    2.25   0.1250   1.2500 No        
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.5000 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.5000   2.9167 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.9167   4.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.9167  14.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  24.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  24.6670  32.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  32.1667  89.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  89.1634  96.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  96.6631 106.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 106.6634 116.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00 116.4134 118.4134 Yes       
       2 US#6[M19]  60.0  0.88    5.00 118.4134 118.8301 Yes       
       2 US#6[M19]  60.0  0.88    3.00 118.8301 120.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 120.0801 121.2051 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 121.3300       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:
 54 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 48.53 ft from member end )
 
END PATTERN (Ycg = 10.88 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  2 @ 34.000 in  2 @ 36.000 in  2 @ 38.000 in  2 @ 40.000 in 
  2 @ 42.000 in                                              
 
MID PATTERN (Ycg = 4.96 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 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    2.25   0.1250   1.2500 No        
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.5000 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.5000   2.9167 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.9167   4.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.9167  14.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  24.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  24.6670  32.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  32.1667  89.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  89.1634  96.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  96.6631 106.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 106.6634 116.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00 116.4134 118.4134 Yes       
       2 US#6[M19]  60.0  0.88    5.00 118.4134 118.8301 Yes       
       2 US#6[M19]  60.0  0.88    3.00 118.8301 120.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 120.0801 121.2051 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 121.3300       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:
 54 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 48.53 ft from member end )
 
END PATTERN (Ycg = 10.88 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  2 @ 34.000 in  2 @ 36.000 in  2 @ 38.000 in  2 @ 40.000 in 
  2 @ 42.000 in                                              
 
MID PATTERN (Ycg = 4.96 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 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    2.25   0.1250   1.2500 No        
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.5000 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.5000   2.9167 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.9167   4.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.9167  14.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  24.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  24.6670  32.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  32.1667  89.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  89.1634  96.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  96.6631 106.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 106.6634 116.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00 116.4134 118.4134 Yes       
       2 US#6[M19]  60.0  0.88    5.00 118.4134 118.8301 Yes       
       2 US#6[M19]  60.0  0.88    3.00 118.8301 120.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 120.0801 121.2051 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 121.3300       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:
 54 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 48.53 ft from member end )
 
END PATTERN (Ycg = 10.88 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  2 @ 34.000 in  2 @ 36.000 in  2 @ 38.000 in  2 @ 40.000 in 
  2 @ 42.000 in                                              
 
MID PATTERN (Ycg = 4.96 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in                                           
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 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    2.25   0.1250   1.2500 No        
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.5000 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.5000   2.9167 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.9167   4.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   4.9167  14.6667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  14.6670  24.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  24.6670  32.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  32.1667  89.1634 Yes       
       2 US#5[M16]  60.0  0.62   15.00  89.1634  96.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  96.6631 106.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 106.6634 116.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.00 116.4134 118.4134 Yes       
       2 US#6[M19]  60.0  0.88    5.00 118.4134 118.8301 Yes       
       2 US#6[M19]  60.0  0.88    3.00 118.8301 120.0801 Yes       
       2 US#6[M19]  60.0  0.88    2.25 120.0801 121.2051 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 121.3300       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       =  41.00 ft
Type      : I-Girder                            Curb-to-curb       =  37.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  8.50 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  =  93.000 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  120.00
     DC  Line       0.052      0.00       0.052  120.00
     DC  Line       0.073      0.00       0.073  120.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    60.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 121.330 ft
Release length = 121.330 ft
Design  length = 120.000 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)  : 0.632   (Calculated)    
Live Moment (1  lane  loaded)  : 0.765   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.896   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.002   (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           1258.7 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           435736 in4#
Ht. of c.g.           =        20.74 in             33.59 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1489.1 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 = 0.7684

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    11.47    23.60    35.73    47.87    60.00
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    701.8    736.7    735.0    742.4    742.4    742.4    742.4    742.4
  Yb      ,  in    20.61    20.16    20.18    19.97    19.87    19.77    19.67    19.67
  MI(Ixx) , in4   179797   182771   182620   185028   186712   188603   190700   190700
Composite: (At Final, using Ec =  5772.5 ksi )
  Area    , in2   1267.7   1299.7   1298.1   1304.8   1304.8   1304.8   1304.8   1304.8
  Yb      ,  in    33.44    32.89    32.92    32.74    32.69    32.63    32.58    32.58
  MI(Ixx) , in4   440113   455563   454791   461783   465067   468546   472220   472220

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.00  ksi   
  Elasticity         =     5362.7 ksi   
  Max comp           =       5.20 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.68 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =      10.00 ksi           4.50 ksi
  Elasticity         =    5772.50 ksi        4435.31 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       6.00 ksi           2.70 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.50 ksi           2.03 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       4.00 ksi           1.80 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.60 ksi          -0.40 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  54 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 48.53 ft from member end )
END PATTERN (Ycg = 10.88 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     2 @ 34.000 in     2 @ 36.000 in     2 @ 38.000 in     2 @ 40.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.96 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in

SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
 1      2     2.00 in  2.00 in   0.00 ft    0.00 ft   3.00 in      73.0  %  42.8 kips
13      2     6.00 in  6.00 in   3.00 ft    0.00 ft   9.00 in      73.0  %  42.8 kips
18      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
20      2     4.00 in  4.00 in   6.00 ft    0.00 ft   7.00 in      73.0  %  42.8 kips
26      2     2.00 in  2.00 in   0.00 ft    0.00 ft   7.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.2 ksi
Total Strand Area     =   11.72 in2      Initial Pull          =     2299.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.224 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.030 ft
Holddown Force        =  23.337 kips     Beam Shrtng (PL/AE)   =      0.849 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)       
--------------------------------------------------------------------------------------
      6553.283         740 4849.430     21.588 87433.617  1201.951     768.011        
 
 
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       2.25       0.1250      1.2500     No
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.5000      2.9167    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.9167      4.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.9167     14.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     24.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.6670     32.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      32.1667     89.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      89.1634     96.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      96.6631    106.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00     106.6634    116.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00     116.4134    118.4134    Yes
      2      US#6[M19]       60.00        0.88       5.00     118.4134    118.8301    Yes
      2      US#6[M19]       60.00        0.88       3.00     118.8301    120.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     120.0801    121.2051     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 121.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 11.7180 in2       Ycg =  4.96 in
         P_init    =     2299.3 kips  Ecc = 15.78 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.73 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.900 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.67 ksi    0.00 ksi
    due to Composite Loads                                 -2.79 ksi    0.00 ksi
    due to Live Loads                                      -7.74 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                         6.67 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.46 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.73 ksi  (10.56 %)             9.33 ksi ( 4.76 %)
Total Prestress Losses                                    30.06 ksi (15.32 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.2 ksi < 0.75 fpu, OK 
     initial fpe = 166.2 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 : 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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0    99.0    94.2   448.5   819.8  1085.0  1244.1  1297.1
(Max)       V      43.2    41.6    41.6    35.0    26.2    17.5     8.7     0.0
DL-Prec.  : M       0.0    21.9    20.9    99.4   181.6   240.4   275.6   287.4
DC(Max)     V       9.6     9.2     9.2     7.7     5.8     3.9     1.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   105.6   100.4   478.2   874.2  1157.0  1326.7  1383.3
Haunch (Max)V      46.1    44.3    44.4    37.3    28.0    18.6     9.3     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     3.0     4.5     6.0     7.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    40.7    38.7   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    17.1    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    20.8    19.8    94.2   172.1   227.8   261.2   272.4
DW(Max)     V       9.1     8.7     8.7     7.3     5.5     3.7     1.8     0.0
LL + I    : M+      0.0   220.7   209.9   995.1  1805.0  2365.2  2699.1  2793.2
            V     126.9   123.5   123.7   110.0    92.6    75.2    50.9    33.6
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   126.9   123.5   123.7   110.0    93.9    78.5    63.9    50.1
            M      -0.0   217.8   207.2   963.3  1691.8  2142.5  2336.7  2295.7
Total     : M+      0.0   508.9   484.1  2301.0  4192.4  5525.5  6323.7  6573.6
            V     252.8   244.5   244.9   211.8   169.0   126.2    76.5    33.7
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   252.8   244.5   244.9   211.9   170.3   129.5    89.5    50.2
            M      -0.0   506.0   481.4  2269.2  4079.2  5302.8  5961.3  6076.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.78  117.67  120.00
Self wt.  : M    1244.1  1085.0   819.8   448.5    94.2    99.0     0.0
(Max)       V       8.7    17.5    26.2    35.0    41.6    41.6    43.2
DL-Prec.  : M     275.6   240.4   181.6    99.4    20.9    21.9     0.0
DC(Max)     V       1.9     3.9     5.8     7.7     9.2     9.2     9.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1326.7  1157.0   874.2   478.2   100.4   105.6     0.0
Haunch (Max)V       9.3    18.6    28.0    37.3    44.4    44.3    46.1
Diaphragm : M       6.0     4.5     3.0     1.4     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     511.0   445.7   336.7   184.2    38.7    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    17.1    17.1    17.8
DL-Comp   : M     261.2   227.8   172.1    94.2    19.8    20.8     0.0
DW(Max)     V       1.8     3.7     5.5     7.3     8.7     8.7     9.1
LL + I    : M+   2699.1  2365.2  1805.0   995.1   209.9   220.7     0.0
            V      50.9    75.2    92.6   110.0   123.7   123.5   126.9
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    63.9    78.5    93.9   110.0   123.7   123.5   126.9
            M    2336.7  2142.5  1691.8   963.3   207.2   217.8    -0.0
Total     : M+   6323.7  5525.5  4192.4  2301.0   484.1   508.9     0.0
            V      76.5   126.2   169.0   211.8   244.9   244.5   252.8
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    89.5   129.5   170.3   211.9   244.9   244.5   252.8
            M    5961.3  5302.8  4079.2  2269.2   481.4   506.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.2             43.2
Deck+Haunch            46.1             46.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            9.6              9.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           88.8             88.8
DL-Comp.(DW)           45.4             45.4
Live                  104.8            104.8
        Truck          66.4             66.4
        Lane           38.4             38.4
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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0    99.0    94.2   448.5   819.8  1085.0  1244.1  1297.1
(Max)       V      43.2    41.6    41.6    35.0    26.2    17.5     8.7     0.0
DL-Prec.  : M       0.0    21.9    20.9    99.4   181.6   240.4   275.6   287.4
DC(Max)     V       9.6     9.2     9.2     7.7     5.8     3.9     1.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   105.6   100.4   478.2   874.2  1157.0  1326.7  1383.3
Haunch (Max)V      46.1    44.3    44.4    37.3    28.0    18.6     9.3     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     3.0     4.5     6.0     7.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    40.7    38.7   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    17.1    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    20.8    19.8    94.2   172.1   227.8   261.2   272.4
DW(Max)     V       9.1     8.7     8.7     7.3     5.5     3.7     1.8     0.0
LL + I    : M+      0.0   176.6   168.0   796.1  1444.0  1892.1  2159.3  2234.5
            V     101.5    98.8    98.9    88.0    74.1    60.2    40.8    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   101.5    98.8    98.9    88.0    75.1    62.8    51.2    40.1
            M      -0.0   174.2   165.8   770.7  1353.5  1714.0  1869.3  1836.6
Total     : M+      0.0   464.8   442.1  2102.0  3831.4  5052.5  5783.9  6015.0
            V     227.4   219.8   220.2   189.8   150.5   111.2    66.3    27.0
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   227.4   219.8   220.2   189.9   151.5   113.8    76.7    40.2
            M      -0.0   462.5   439.9  2076.5  3740.8  4874.3  5494.0  5617.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.78  117.67  120.00
Self wt.  : M    1244.1  1085.0   819.8   448.5    94.2    99.0     0.0
(Max)       V       8.7    17.5    26.2    35.0    41.6    41.6    43.2
DL-Prec.  : M     275.6   240.4   181.6    99.4    20.9    21.9     0.0
DC(Max)     V       1.9     3.9     5.8     7.7     9.2     9.2     9.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1326.7  1157.0   874.2   478.2   100.4   105.6     0.0
Haunch (Max)V       9.3    18.6    28.0    37.3    44.4    44.3    46.1
Diaphragm : M       6.0     4.5     3.0     1.4     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     511.0   445.7   336.7   184.2    38.7    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    17.1    17.1    17.8
DL-Comp   : M     261.2   227.8   172.1    94.2    19.8    20.8     0.0
DW(Max)     V       1.8     3.7     5.5     7.3     8.7     8.7     9.1
LL + I    : M+   2159.3  1892.1  1444.0   796.1   168.0   176.6     0.0
            V      40.8    60.2    74.1    88.0    98.9    98.8   101.5
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    51.2    62.8    75.1    88.0    98.9    98.8   101.5
            M    1869.3  1714.0  1353.5   770.7   165.8   174.2    -0.0
Total     : M+   5783.9  5052.4  3831.4  2102.0   442.1   464.8     0.0
            V      66.3   111.2   150.5   189.8   220.2   219.8   227.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    76.7   113.8   151.5   189.9   220.2   219.8   227.4
            M    5494.0  4874.3  3740.8  2076.5   439.9   462.5    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   123.7   117.7   560.6  1024.7  1356.2  1555.1  1621.4
(Max)       V      54.0    51.9    52.0    43.7    32.8    21.9    10.9     0.0
Self wt.  : M       0.0    89.1    84.7   403.6   737.8   976.5  1119.7  1167.4
(Min)       V      38.9    37.4    37.5    31.5    23.6    15.7     7.9     0.0
DL-Prec.  : M       0.0    27.4    26.1   124.2   227.0   300.5   344.5   359.2
DC(Max)     V      12.0    11.5    11.5     9.7     7.3     4.8     2.4     0.0
DL-Prec.  : M       0.0    19.7    18.8    89.4   163.5   216.3   248.1   258.6
DC(Min)     V       8.6     8.3     8.3     7.0     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   132.0   125.5   597.8  1092.8  1446.3  1658.4  1729.1
Haunch (Max)V      57.6    55.4    55.5    46.6    35.0    23.3    11.7     0.0
Deck +    : M       0.0    95.0    90.4   430.4   786.8  1041.3  1194.0  1245.0
Haunch (Min)V      41.5    39.9    40.0    33.6    25.2    16.8     8.4     0.0
Diaphragm : M       0.0     0.4     0.3     1.8     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     1.3     2.7     4.0     5.4     6.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    50.8    48.3   230.3   420.9   557.1   638.8   666.0
DC(Max)     V      22.2    21.3    21.4    18.0    13.5     9.0     4.5     0.0
DL-Comp   : M       0.0    36.6    34.8   165.8   303.0   401.1   459.9   479.5
DC(Min)     V      16.0    15.4    15.4    12.9     9.7     6.5     3.2     0.0
DL-Comp   : M       0.0    31.2    29.7   141.3   258.2   341.7   391.9   408.6
DW(Max)     V      13.6    13.1    13.1    11.0     8.3     5.5     2.8     0.0
DL-Comp   : M       0.0    13.5    12.9    61.2   111.9   148.1   169.8   177.0
DW(Min)     V       5.9     5.7     5.7     4.8     3.6     2.4     1.2     0.0
LL + I    : M+      0.0   386.2   367.4  1741.5  3158.8  4139.1  4723.4  4888.1
            V     222.1   216.1   216.4   192.5   162.1   131.7    89.2    58.8
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   222.1   216.1   216.4   192.6   164.3   137.4   111.9    87.7
            M      -0.0   381.1   362.6  1685.8  2960.7  3749.4  4089.2  4017.5
Total     : M+      0.0   751.7   715.0  3397.4  6186.1  8146.4  9319.5  9681.7
            V     381.8   369.5   370.1   321.6   259.0   196.3   121.6    58.9
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   381.8   369.5   370.2   321.7   261.2   202.1   144.3    87.9
            M      -0.0   746.6   710.3  3341.7  5988.0  7756.7  8685.3  8811.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.78  117.67  120.00
Self wt.  : M    1555.1  1356.2  1024.7   560.6   117.7   123.7     0.0
(Max)       V      10.9    21.9    32.8    43.7    52.0    51.9    54.0
Self wt.  : M    1119.7   976.5   737.8   403.6    84.7    89.1     0.0
(Min)       V       7.9    15.7    23.6    31.5    37.5    37.4    38.9
DL-Prec.  : M     344.5   300.5   227.0   124.2    26.1    27.4     0.0
DC(Max)     V       2.4     4.8     7.3     9.7    11.5    11.5    12.0
DL-Prec.  : M     248.1   216.3   163.5    89.4    18.8    19.7     0.0
DC(Min)     V       1.7     3.5     5.2     7.0     8.3     8.3     8.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1658.4  1446.3  1092.8   597.8   125.5   132.0     0.0
Haunch (Max)V      11.7    23.3    35.0    46.6    55.5    55.4    57.6
Deck +    : M    1194.0  1041.3   786.8   430.4    90.4    95.0     0.0
Haunch (Min)V       8.4    16.8    25.2    33.6    40.0    39.9    41.5
Diaphragm : M       7.5     5.6     3.7     1.8     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       5.4     4.0     2.7     1.3     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     638.8   557.1   420.9   230.3    48.3    50.8     0.0
DC(Max)     V       4.5     9.0    13.5    18.0    21.4    21.3    22.2
DL-Comp   : M     459.9   401.1   303.0   165.8    34.8    36.6     0.0
DC(Min)     V       3.2     6.5     9.7    12.9    15.4    15.4    16.0
DL-Comp   : M     391.9   341.7   258.2   141.3    29.7    31.2     0.0
DW(Max)     V       2.8     5.5     8.3    11.0    13.1    13.1    13.6
DL-Comp   : M     169.8   148.1   111.9    61.2    12.9    13.5     0.0
DW(Min)     V       1.2     2.4     3.6     4.8     5.7     5.7     5.9
LL + I    : M+   4723.4  4139.1  3158.8  1741.5   367.4   386.2     0.0
            V      89.2   131.7   162.1   192.5   216.4   216.1   222.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   111.9   137.4   164.3   192.6   216.4   216.1   222.1
            M    4089.2  3749.4  2960.7  1685.8   362.6   381.1    -0.0
Total     : M+   9319.5  8146.4  6186.1  3397.3   715.0   751.7     0.0
            V     121.6   196.3   259.0   321.6   370.1   369.5   381.8
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   144.3   202.1   261.2   321.7   370.2   369.5   381.8
            M    8685.3  7756.7  5988.0  3341.7   710.3   746.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               54.0             54.0
Deck+Haunch            57.6             57.6
Diaphragm               0.2              0.2
DL-Prec.(DC)           12.0             12.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          111.0            111.0
DL-Comp.(DW)           68.1             68.1
Live                  183.4            183.4
        Truck         116.2            116.2
        Lane           67.2             67.2
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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0    99.0    94.2   448.5   819.8  1085.0  1244.1  1297.1
(Max)       V      43.2    41.6    41.6    35.0    26.2    17.5     8.7     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    21.9    20.9    99.4   181.6   240.4   275.6   287.4
DC(Max)     V       9.6     9.2     9.2     7.7     5.8     3.9     1.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   105.6   100.4   478.2   874.2  1157.0  1326.7  1383.3
Haunch (Max)V      46.1    44.3    44.4    37.3    28.0    18.6     9.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     3.0     4.5     6.0     7.5
(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    40.7    38.7   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    17.1    14.4    10.8     7.2     3.6     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    20.8    19.8    94.2   172.1   227.8   261.2   272.4
DW(Max)     V       9.1     8.7     8.7     7.3     5.5     3.7     1.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   213.1   202.7   950.7  1695.1  2214.1  2491.2  2499.4
            V     123.1   120.2   120.3   108.6    94.1    71.2    56.7    42.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   123.1   120.2   120.3   108.6    94.1    79.6    65.1    50.5
            M       0.0   213.1   202.7   950.7  1695.1  2170.5  2377.1  2314.8
Total     : M+      0.0   501.3   476.8  2256.6  4082.5  5374.4  6115.9  6279.9
            V     249.0   241.2   241.5   210.5   170.5   122.2    82.3    42.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   249.0   241.2   241.5   210.5   170.5   130.6    90.6    50.7
            M       0.0   501.3   476.8  2256.6  4082.5  5330.8  6001.8  6095.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.78  117.67  120.00
Self wt.  : M    1244.1  1085.0   819.8   448.5    94.2    99.0     0.0
(Max)       V       8.7    17.5    26.2    35.0    41.6    41.6    43.2
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     275.6   240.4   181.6    99.4    20.9    21.9     0.0
DC(Max)     V       1.9     3.9     5.8     7.7     9.2     9.2     9.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1326.7  1157.0   874.2   478.2   100.4   105.6     0.0
Haunch (Max)V       9.3    18.6    28.0    37.3    44.4    44.3    46.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.0     4.5     3.0     1.4     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     511.0   445.7   336.7   184.2    38.7    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    17.1    17.1    17.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     261.2   227.8   172.1    94.2    19.8    20.8     0.0
DW(Max)     V       1.8     3.7     5.5     7.3     8.7     8.7     9.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   2491.2  2214.1  1695.1   950.7   202.7   213.1     0.0
            V      56.7    71.2    94.1   108.6   120.3   120.2   123.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    65.1    79.6    94.1   108.6   120.3   120.2   123.1
            M    2377.1  2170.5  1695.1   950.7   202.7   213.1     0.0
Total     : M+   6115.9  5374.4  4082.5  2256.6   476.8   501.3     0.0
            V      82.3   122.2   170.5   210.5   241.5   241.2   249.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    90.6   130.6   170.5   210.5   241.5   241.2   249.0
            M    6001.8  5330.8  4082.5  2256.6   476.8   501.3     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   12.13   24.27   36.40   48.53   60.67
 
Beam-Self
Precast-top    0.209   0.775   1.371   1.788   2.029   2.114 
Bottom        -0.169  -0.618  -1.084  -1.401  -1.575  -1.641 
 
Prestress
Precast-top    0.299  -0.190  -0.600  -1.002  -1.394  -1.394 
Bottom         4.780   5.719   6.020   6.308   6.584   6.584 
 
Total
Precast-top    0.508   0.585   0.771   0.787   0.635   0.720 
Bottom         4.611   5.101   4.936   4.907   5.008   4.943 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.03 %)
             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   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top    0.077   0.257   0.251  -0.163  -0.516  -0.861  -1.199  -1.199
Bottom         0.958   4.110   3.960   4.917   5.175   5.423   5.660   5.660
 
Self wt.
Precast-top   -0.000   0.161   0.154   0.728   1.324   1.742   1.983   2.068
Bottom        -0.000  -0.131  -0.125  -0.581  -1.047  -1.364  -1.540  -1.605
 
DL-Prec (DC)
Precast-top   -0.000   0.036   0.034   0.161   0.293   0.386   0.439   0.458
Bottom        -0.000  -0.029  -0.028  -0.129  -0.232  -0.302  -0.341  -0.356
 
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   0.005   0.007   0.010   0.012
Bottom        -0.000  -0.000  -0.000  -0.002  -0.004  -0.006  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.172   0.164   0.776   1.412   1.858   2.115   2.205
Bottom        -0.000  -0.140  -0.133  -0.619  -1.116  -1.455  -1.642  -1.712
 
DL-Comp (DC)
Topping-top   -0.000   0.017   0.016   0.075   0.137   0.181   0.206   0.215
Precast-top   -0.000   0.013   0.012   0.059   0.107   0.141   0.161   0.168
Bottom        -0.000  -0.035  -0.034  -0.157  -0.284  -0.372  -0.423  -0.441
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.008   0.039   0.070   0.092   0.105   0.110
Precast-top   -0.000   0.007   0.006   0.030   0.055   0.072   0.082   0.086
Bottom        -0.000  -0.018  -0.017  -0.080  -0.145  -0.190  -0.216  -0.226
 
LL+I(+)
Topping-top   -0.000   0.091   0.087   0.408   0.736   0.960   1.089   1.127
Precast-top   -0.000   0.070   0.067   0.317   0.574   0.749   0.852   0.882
Bottom        -0.000  -0.191  -0.182  -0.847  -1.522  -1.977  -2.235  -2.313
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.116   0.111   0.522   0.943   1.233   1.401   1.452 
Precast-top    0.077   0.717   0.689   1.911   3.254   4.094   4.444   4.680 
Bottom         0.958   3.565   3.441   2.503   0.825  -0.244  -0.744  -1.001 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.025   0.024   0.114   0.207   0.273   0.312   0.325 
Precast-top    0.077   0.646   0.622   1.594   2.680   3.345   3.592   3.799 
Bottom         0.958   3.756   3.623   3.349   2.347   1.733   1.491   1.312 
 

 
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   12.13   24.27   36.40   48.53   60.67
 
Beam-Self
Precast-top    0.209   0.775   1.371   1.788   2.029   2.114 
Bottom        -0.169  -0.618  -1.084  -1.401  -1.575  -1.641 
 
Prestress
Precast-top    0.299  -0.190  -0.600  -1.002  -1.394  -1.394 
Bottom         4.780   5.719   6.020   6.308   6.584   6.584 
 
Total
Precast-top    0.508   0.585   0.771   0.787   0.635   0.720 
Bottom         4.611   5.101   4.936   4.907   5.008   4.943 
 
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 = 14.03 %)
             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   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top    0.077   0.257   0.251  -0.163  -0.516  -0.861  -1.199  -1.199
Bottom         0.958   4.110   3.960   4.917   5.175   5.423   5.660   5.660
 
Self wt.
Precast-top   -0.000   0.161   0.154   0.728   1.324   1.742   1.983   2.068
Bottom        -0.000  -0.131  -0.125  -0.581  -1.047  -1.364  -1.540  -1.605
 
DL-Prec (DC)
Precast-top   -0.000   0.036   0.034   0.161   0.293   0.386   0.439   0.458
Bottom        -0.000  -0.029  -0.028  -0.129  -0.232  -0.302  -0.341  -0.356
 
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   0.005   0.007   0.010   0.012
Bottom        -0.000  -0.000  -0.000  -0.002  -0.004  -0.006  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.172   0.164   0.776   1.412   1.858   2.115   2.205
Bottom        -0.000  -0.140  -0.133  -0.619  -1.116  -1.455  -1.642  -1.712
 
DL-Comp (DC)
Topping-top   -0.000   0.017   0.016   0.075   0.137   0.181   0.206   0.215
Precast-top   -0.000   0.013   0.012   0.059   0.107   0.141   0.161   0.168
Bottom        -0.000  -0.035  -0.034  -0.157  -0.284  -0.372  -0.423  -0.441
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.008   0.039   0.070   0.092   0.105   0.110
Precast-top   -0.000   0.007   0.006   0.030   0.055   0.072   0.082   0.086
Bottom        -0.000  -0.018  -0.017  -0.080  -0.145  -0.190  -0.216  -0.226
 
LL+I(+)
Topping-top   -0.000   0.073   0.069   0.326   0.589   0.768   0.871   0.902
Precast-top   -0.000   0.056   0.054   0.254   0.459   0.599   0.681   0.705
Bottom        -0.000  -0.153  -0.146  -0.677  -1.218  -1.581  -1.788  -1.850
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.098   0.093   0.440   0.796   1.041   1.183   1.227 
Precast-top    0.077   0.703   0.675   1.848   3.139   3.944   4.274   4.504 
Bottom         0.958   3.603   3.477   2.672   1.130   0.151  -0.297  -0.539 
 

 
 
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   11.47   23.60   35.73   47.87   60.00
F_LL+I(+)
Topping-top   -0.000   0.088   0.084   0.389   0.691   0.898   1.005   1.009
Precast-top   -0.000   0.068   0.065   0.303   0.539   0.701   0.786   0.789
Bottom        -0.000  -0.185  -0.176  -0.809  -1.430  -1.850  -2.063  -2.069
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.100   0.096   0.446   0.795   1.035   1.161   1.171 
Precast-top    0.039   0.391   0.375   1.100   1.879   2.374   2.582   2.688 
Bottom         0.479   1.694   1.636   0.866  -0.256  -0.984  -1.317  -1.414 
 

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
    381.8    6.5   48.5    1.221   4.4   6.00e-3 50.0    392.6     1.952    4.693      0.00
      0.0    1.2   47.9     41.9 0.135      27.2 0.87    12.00     0.130    1.847 
Transfer:   3.00
    369.5    6.5   48.4    5.800  20.1  -0.10e-3 28.6    235.1     0.559    1.760      0.00
    746.6    5.1   45.9    189.0 0.131     155.4 5.21    12.00     0.130    1.866 
Critical:   4.47
    361.7    6.5   48.4    6.321  20.1  -0.13e-3 28.5    223.6     0.533    1.760      0.00
   1171.4    5.7   45.6    189.0 0.129     158.2 5.34    12.00     0.130    1.895 
0.1L    :  12.13
    321.7    6.5   47.6    9.908  20.1  -0.16e-3 28.4    183.6     0.460    0.827      0.00
   3341.7    8.7   43.2    189.0 0.120     153.8 5.47    24.00     0.130    1.410 
0.2L    :  24.27
    261.2    6.5   45.3   11.718  20.1  -0.05e-3 28.8    137.7     0.371    0.620      0.00
   5988.0    9.2   40.8    189.0 0.102     132.5 5.00    24.00     0.130    1.318 
0.3L    :  36.40
    202.1    6.5   46.8   11.718  20.1   0.52e-3 30.8    109.9     0.311    0.413      0.00
   7756.7    9.3   42.2    189.0 0.075      94.6 3.45    24.00     0.130    1.161 
0.4L    :  48.53
    144.3    6.5   48.3   11.718   0.0   0.95e-3 32.3     80.9     0.235    0.413      0.00
   8685.3    9.3   43.6    189.0 0.057      79.4 2.80    24.00     0.130    1.384 
0.5L    :  60.67
     87.9    6.5   48.3   11.718   0.0   0.89e-3 32.1     15.9     0.130    0.413      0.00
   8811.2    9.3   43.6    189.0 0.034      81.7 2.88    24.00     0.130    2.310 
0.6L    :  72.80
    144.3    6.5   48.3   11.718   0.0   0.95e-3 32.3     80.9     0.235    0.413      0.00
   8685.3    9.3   43.6    189.0 0.057      79.4 2.80    24.00     0.130    1.384 
0.7L    :  84.93
    202.1    6.5   46.8   11.718  20.1   0.52e-3 30.8    109.9     0.311    0.413      0.00
   7756.7    9.3   42.2    189.0 0.075      94.6 3.45    24.00     0.130    1.161 
0.8L    :  97.06
    261.2    6.5   45.3   11.718  20.1  -0.05e-3 28.8    137.7     0.371    0.620      0.00
   5988.0    9.2   40.8    189.0 0.102     132.5 5.00    24.00     0.130    1.318 
0.9L    : 109.20
    321.7    6.5   47.6    9.908  20.1  -0.16e-3 28.4    183.6     0.460    0.827      0.00
   3341.7    8.7   43.2    189.0 0.120     153.8 5.47    24.00     0.130    1.410 
Critical: 116.86
    361.7    6.5   48.4    6.319  20.1  -0.13e-3 28.5    223.7     0.533    1.760      0.00
   1169.9    5.7   45.6    189.0 0.129     158.2 5.34    12.00     0.130    1.894 
Transfer: 118.33
    369.5    6.5   48.4    5.800  20.1  -0.10e-3 28.6    235.1     0.559    1.760      0.00
    746.6    5.1   45.9    189.0 0.131     155.4 5.21    12.00     0.130    1.866 
Bearing : 120.67
    381.8    6.5   48.5    1.221   4.4   6.00e-3 50.0    392.6     1.952    4.693      0.00
      0.0    1.2   47.9     41.9 0.135      27.2 0.87    12.00     0.130    1.847 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 2042.68
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    4.09
 
 
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
    381.8      8.85     48.51    1.16       47.93    24.00      0.300      2.200      0.090      0.000*
Transfer:      2.33
    369.5      8.94     48.45    5.06       45.92    24.00      0.300      2.231      0.109      1.760 
Critical:      3.80
    361.9      8.81     48.45    5.67       45.62    24.00      0.300      2.188      0.083      1.760 
0.1L    :     11.47
    321.7      8.27     47.60    8.71       43.24    24.00      0.300      2.006      0.000      0.827 
0.2L    :     23.60
    261.2      7.13     45.32    9.21       40.72    24.00      0.300      1.626      0.000      0.620 
0.3L    :     35.73
    202.1      5.32     46.81    9.25       42.18    24.00      0.300      1.025      0.000      0.413 
0.4L    :     47.87
    144.3      3.67     48.29    9.30       43.64    24.00      0.300      0.475      0.000      0.413 
0.5L    :     60.00
     87.9      2.24     48.29    9.30       43.64    24.00      0.300      0.000      0.000      0.413 
0.6L    :     72.13
    144.3      3.67     48.29    9.30       43.64    24.00      0.300      0.475      0.000      0.413 
0.7L    :     84.27
    202.1      5.32     46.81    9.25       42.18    24.00      0.300      1.025      0.000      0.413 
0.8L    :     96.40
    261.2      7.13     45.32    9.21       40.72    24.00      0.300      1.626      0.000      0.620 
0.9L    :    108.53
    321.7      8.27     47.60    8.71       43.24    24.00      0.300      2.006      0.000      0.827 
Critical:    116.20
    361.9      8.81     48.45    5.66       45.62    24.00      0.300      2.188      0.083      1.760 
Transfer:    117.67
    369.5      8.94     48.45    5.06       45.92    24.00      0.300      2.231      0.109      1.760 
Bearing :    120.00
    381.8      8.85     48.51    1.16       47.93    24.00      0.300      2.200      0.090      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 11.47 ft
Prestress      :       2.846  1.80      5.123  2.20      6.261
Self Wt.       :      -1.112  1.85     -2.057  2.40     -2.668
Deck + Haunch  :                       -1.009  2.30     -2.320
DL-Prec. (DC)  :                       -0.210  3.00     -0.629
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.156  3.00     -0.467
DL-Comp. (DW)  :                       -0.080  3.00     -0.239
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 23.60 ft
Prestress      :       5.107  1.80      9.192  2.20     11.235
Self Wt.       :      -2.084  1.85     -3.856  2.40     -5.002
Deck + Haunch  :                       -1.948  2.30     -4.480
DL-Prec. (DC)  :                       -0.405  3.00     -1.214
Diaphragm      :                       -0.008  3.00     -0.024
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.301  3.00     -0.904
DL-Comp. (DW)  :                       -0.154  3.00     -0.462
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 35.73 ft
Prestress      :       6.716  1.80     12.089  2.20     14.776
Self Wt.       :      -2.825  1.85     -5.226  2.40     -6.779
Deck + Haunch  :                       -2.665  2.30     -6.128
DL-Prec. (DC)  :                       -0.554  3.00     -1.661
Diaphragm      :                       -0.011  3.00     -0.034
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.413  3.00     -1.239
DL-Comp. (DW)  :                       -0.211  3.00     -0.634
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 47.87 ft
Prestress      :       7.631  1.80     13.736  2.20     16.789
Self Wt.       :      -3.272  1.85     -6.053  2.40     -7.853
Deck + Haunch  :                       -3.098  2.30     -7.126
DL-Prec. (DC)  :                       -0.644  3.00     -1.931
Diaphragm      :                       -0.013  3.00     -0.040
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.482  3.00     -1.446
DL-Comp. (DW)  :                       -0.246  3.00     -0.739
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 60.00 ft
Prestress      :       7.982  1.80     14.367  2.20     17.560
Self Wt.       :      -3.436  1.85     -6.356  2.40     -8.246
Deck + Haunch  :                       -3.257  2.30     -7.491
DL-Prec. (DC)  :                       -0.677  3.00     -2.030
Diaphragm      :                       -0.014  3.00     -0.042
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.507  3.00     -1.520
DL-Comp. (DW)  :                       -0.259  3.00     -0.777
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 72.13 ft
Prestress      :       7.631  1.80     13.736  2.20     16.789
Self Wt.       :      -3.272  1.85     -6.053  2.40     -7.853
Deck + Haunch  :                       -3.098  2.30     -7.126
DL-Prec. (DC)  :                       -0.644  3.00     -1.931
Diaphragm      :                       -0.013  3.00     -0.040
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.482  3.00     -1.446
DL-Comp. (DW)  :                       -0.246  3.00     -0.739
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 84.27 ft
Prestress      :       6.716  1.80     12.089  2.20     14.776
Self Wt.       :      -2.825  1.85     -5.226  2.40     -6.779
Deck + Haunch  :                       -2.665  2.30     -6.128
DL-Prec. (DC)  :                       -0.554  3.00     -1.661
Diaphragm      :                       -0.011  3.00     -0.034
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.413  3.00     -1.239
DL-Comp. (DW)  :                       -0.211  3.00     -0.634
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 96.40 ft
Prestress      :       5.107  1.80      9.192  2.20     11.235
Self Wt.       :      -2.084  1.85     -3.856  2.40     -5.002
Deck + Haunch  :                       -1.948  2.30     -4.480
DL-Prec. (DC)  :                       -0.405  3.00     -1.214
Diaphragm      :                       -0.008  3.00     -0.024
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.301  3.00     -0.904
DL-Comp. (DW)  :                       -0.154  3.00     -0.462
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 108.53 ft
Prestress      :       2.846  1.80      5.123  2.20      6.261
Self Wt.       :      -1.112  1.85     -2.057  2.40     -2.668
Deck + Haunch  :                       -1.009  2.30     -2.320
DL-Prec. (DC)  :                       -0.210  3.00     -0.629
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.156  3.00     -0.467
DL-Comp. (DW)  :                       -0.080  3.00     -0.239
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
   751.7    42.0  6.957  259.0    6.1   5.06   5925.8  0.022T 1.00       -       -     -     -  
H/2     :   2.22
   715.0    42.0  6.687  259.4    5.9   4.88   5716.4  0.023T 1.00       -       -     -     -  
0.1L    :  11.47
  3397.4    43.5 11.450  251.7   10.5   8.71   9466.6  0.012T 1.00   7248.1  4518.5    1.31    -  
0.2L    :  23.60
  6186.1    45.3 11.718  251.5   11.1   9.21  10106.1  0.011T 1.00   7224.2  7224.2    1.40    -  
0.3L    :  35.73
  8146.4    46.8 11.718  252.0   11.2   9.25  10487.8  0.011T 1.00   7335.3  7335.3    1.43    -  
0.4L    :  47.87
  9319.5    48.3 11.718  252.4   11.2   9.30  10869.9  0.011T 1.00   7575.6  7575.6    1.43    -  
0.5L    :  60.00
  9681.7    48.3 11.718  252.4   11.2   9.30  10869.9  0.011T 1.00   7514.8  7514.8    1.45    -  
0.6L    :  72.13
  9319.5    48.3 11.718  252.4   11.2   9.30  10869.9  0.011T 1.00   7575.6  7575.6    1.43    -  
0.7L    :  84.27
  8146.4    46.8 11.718  252.0   11.2   9.25  10487.8  0.011T 1.00   7335.3  7335.3    1.43    -  
0.8L    :  96.40
  6186.1    45.3 11.718  251.5   11.1   9.21  10106.1  0.011T 1.00   7224.2  7224.2    1.40    -  
0.9L    : 108.53
  3397.3    43.5 11.450  251.7   10.5   8.71   9466.6  0.012T 1.00   7248.1  4518.5    1.31    -  
H/2     : 117.78
   715.0    42.0  6.687  259.4    5.9   4.88   5716.4  0.023T 1.00       -       -     -     -  
Transfer: 117.67
   751.7    42.0  6.957  259.0    6.1   5.06   5925.8  0.022T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 1; Groups 1-27; Units: ksi )
 
Grp Str    Ys,in       3.00ft   6.00ft   9.00ft

  1   2 E   2.00 Ft     0.114    0.312    0.500
        M   2.00 Fb     0.118   -0.043   -0.192
 
  2   2 E  42.00 Ft     0.459    0.635    0.799
        M  10.00 Fb     0.047   -0.095   -0.226
 
  3   2 E  40.00 Ft     0.781    0.934    1.076
        M   8.00 Fb    -0.005   -0.128   -0.241
 
  4   2 E  38.00 Ft     1.080    1.210    1.330
        M   6.00 Fb    -0.038   -0.143   -0.237
 
  5   2 E  36.00 Ft     1.355    1.463    1.560
        M   4.00 Fb    -0.053   -0.139   -0.215
 
  6   2 E  34.00 Ft     1.608    1.693    1.768
        M   2.00 Fb    -0.049   -0.117   -0.175
 
  7   2 E   8.00 Ft     1.583    1.669    1.744
        M   8.00 Fb     0.181    0.111    0.050
 
  8   2 E   8.00 Ft     1.558    1.644    1.721
        M   8.00 Fb     0.410    0.339    0.275
 
  9   2 E   8.00 Ft     1.533    1.620    1.697
        M   8.00 Fb     0.640    0.567    0.500
 
 10   2 E   8.00 Ft     1.508    1.595    1.674
        M   8.00 Fb     0.869    0.795    0.725
 
 11   2 E   6.00 Ft     1.459    1.547    1.627
        M   6.00 Fb     1.118    1.042    0.969
 
 12   2 E   6.00 Ft     1.411    1.500    1.580
        M   6.00 Fb     1.366    1.288    1.212
 
 13   2 E   6.00 Ft     1.411    1.452    1.533
        M   6.00 Fb     1.366    1.536    1.457
 
 14   2 E   6.00 Ft     1.363    1.404    1.487
        M   6.00 Fb     1.615    1.783    1.701
 
 15   2 E   6.00 Ft     1.315    1.357    1.440
        M   6.00 Fb     1.863    2.030    1.944
 
 16   2 E   6.00 Ft     1.266    1.309    1.393
        M   6.00 Fb     2.111    2.276    2.188
 
 17   2 E   4.00 Ft     1.195    1.238    1.324
        M   4.00 Fb     2.378    2.541    2.450
 
 18   2 E   4.00 Ft     1.195    1.238    1.254
        M   4.00 Fb     2.378    2.541    2.713
 
 19   2 E   4.00 Ft     1.124    1.167    1.184
        M   4.00 Fb     2.646    2.807    2.975
 
 20   2 E   4.00 Ft     1.124    1.167    1.114
        M   4.00 Fb     2.646    2.807    3.238
 
 21   2 E   4.00 Ft     1.052    1.097    1.044
        M   4.00 Fb     2.913    3.072    3.500
 
 22   2 E   4.00 Ft     0.981    1.026    0.975
        M   4.00 Fb     3.180    3.337    3.762
 
 23   2 E   2.00 Ft     0.886    0.932    0.882
        M   2.00 Fb     3.466    3.621    4.043
 
 24   2 E   2.00 Ft     0.792    0.838    0.789
        M   2.00 Fb     3.752    3.905    4.323
 
 25   2 E   2.00 Ft     0.697    0.744    0.696
        M   2.00 Fb     4.038    4.189    4.603
 
 26   2 E   2.00 Ft     0.602    0.650    0.603
        M   2.00 Fb     4.325    4.474    4.885
 
 27   2 E   2.00 Ft     0.508    0.556    0.510
        M   2.00 Fb     4.611    4.758    5.166
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 121.33            Release Length, ft: 121.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  54
No. of strands, Draped:  10           No. of strands, Straight:  44
Concrete Strength, f'ci:   8.0  ksi        f'c:  10.0 ksi  f'ct   4.5 ksi
Initial losses: 10.56 %               Final losses: 15.32 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.101   0.1L/0.9L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.508       Trans
      Precast Top w/ reinf. (tension)      -0.679           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 10869.94     9681.75     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      33.33 %               OK
      Max. Debond Total                    25.00 %      11.11 %               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:   2.700   1.452     Midspan    2.025   0.325     Midspan
    Pre.Top:   6.000   4.680     Midspan    4.500   3.799     Midspan
    Pre.Bot:   6.000   3.565    Transfer    4.500   3.756    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.403  -0.000     Bearing
    Pre.Top:  -0.600   0.077     Bearing
    Pre.Bot:  -0.600  -0.539     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             4.000   2.688     Midspan
    Pre.Bot:                                                             4.000   1.694    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  60.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.982  1.80     14.367  2.20     17.560
Self Wt.       :      -3.436  1.85     -6.356  2.40     -8.246
Deck + Haunch  :                       -3.257  2.30     -7.491
DL-Prec. (DC)  :                       -0.677  3.00     -2.030
Diaphragm      :                       -0.014  3.00     -0.042
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.507  3.00     -1.520
DL-Comp. (DW)  :                       -0.259  3.00     -0.777
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       =  41.00 ft
Type      : I-Girder                            Curb-to-curb       =  37.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   8.50/  8.50 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  =   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  = 102.000 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  120.00
     DC  Line       0.080      0.00       0.080  120.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    60.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 121.330 ft
Release length = 121.330 ft
Design  length = 120.000 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)  : 0.646   (Calculated)    
Live Moment (1  lane  loaded)  : 0.443   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.128   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.918   (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           1312.2 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           448807 in4#
Ht. of c.g.           =        20.74 in             34.24 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1561.8 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 = 0.7684

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    11.47    23.60    35.73    47.87    60.00
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    701.8    736.7    735.0    742.4    742.4    742.4    742.4    742.4
  Yb      ,  in    20.61    20.16    20.18    19.97    19.87    19.77    19.67    19.67
  MI(Ixx) , in4   179797   182771   182620   185028   186712   188603   190700   190700
Composite: (At Final, using Ec =  5772.5 ksi )
  Area    , in2   1321.3   1353.3   1351.7   1358.4   1358.4   1358.4   1358.4   1358.4
  Yb      ,  in    34.08    33.54    33.57    33.39    33.34    33.29    33.24    33.24
  MI(Ixx) , in4   453446   469821   469003   476300   479674   483243   487008   487008

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.00  ksi   
  Elasticity         =     5362.7 ksi   
  Max comp           =       5.20 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.68 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =      10.00 ksi           4.50 ksi
  Elasticity         =    5772.50 ksi        4435.31 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       6.00 ksi           2.70 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.50 ksi           2.03 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       4.00 ksi           1.80 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.60 ksi          -0.40 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  54 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 48.53 ft from member end )
END PATTERN (Ycg = 10.88 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     2 @ 34.000 in     2 @ 36.000 in     2 @ 38.000 in     2 @ 40.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.96 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in

SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
 1      2     2.00 in  2.00 in   0.00 ft    0.00 ft   3.00 in      73.0  %  42.8 kips
13      2     6.00 in  6.00 in   3.00 ft    0.00 ft   9.00 in      73.0  %  42.8 kips
18      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
20      2     4.00 in  4.00 in   6.00 ft    0.00 ft   7.00 in      73.0  %  42.8 kips
26      2     2.00 in  2.00 in   0.00 ft    0.00 ft   7.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.2 ksi
Total Strand Area     =   11.72 in2      Initial Pull          =     2299.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.468 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.335 ft
Holddown Force        =  23.337 kips     Beam Shrtng (PL/AE)   =      0.849 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)       
--------------------------------------------------------------------------------------
      6553.283         740 4849.430     21.588 87433.617  1201.951     768.011        
 
 
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       2.25       0.1250      1.2500     No
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.5000      2.9167    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.9167      4.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.9167     14.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     24.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.6670     32.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      32.1667     89.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      89.1634     96.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      96.6631    106.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00     106.6634    116.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00     116.4134    118.4134    Yes
      2      US#6[M19]       60.00        0.88       5.00     118.4134    118.8301    Yes
      2      US#6[M19]       60.00        0.88       3.00     118.8301    120.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     120.0801    121.2051     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 121.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 11.7180 in2       Ycg =  4.96 in
         P_init    =     2299.3 kips  Ecc = 15.78 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.73 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.900 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.93 ksi    0.00 ksi
    due to Composite Loads                                 -2.77 ksi    0.00 ksi
    due to Live Loads                                      -6.50 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                         6.67 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.46 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.73 ksi  (10.56 %)            10.34 ksi ( 5.27 %)
Total Prestress Losses                                    31.06 ksi (15.83 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.2 ksi < 0.75 fpu, OK 
     initial fpe = 165.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0    99.0    94.2   448.5   819.8  1085.0  1244.1  1297.1
(Max)       V      43.2    41.6    41.6    35.0    26.2    17.5     8.7     0.0
DL-Prec.  : M       0.0    15.8    15.0    71.4   130.5   172.7   198.0   206.4
DC(Max)     V       6.9     6.6     6.6     5.6     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
Deck +    : M       0.0   115.6   109.9   523.5   956.9  1266.4  1452.2  1514.1
Haunch (Max)V      50.5    48.5    48.6    40.8    30.6    20.4    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     2.9     5.9     8.9    12.0    15.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    40.7    38.7   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    17.1    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    20.8    19.8    94.2   172.1   227.8   261.2   272.4
DW(Max)     V       9.1     8.7     8.7     7.3     5.5     3.7     1.8     0.0
LL + I    : M+      0.0   186.5   177.4   840.8  1525.2  1998.5  2280.6  2360.1
            V     142.9   139.0   139.2   123.8   104.3    84.7    57.4    37.8
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   142.9   139.0   139.2   123.9   105.7    88.4    72.0    56.4
            M      -0.0   184.0   175.1   814.0  1429.5  1810.3  1974.4  1939.8
Total     : M+      0.0   478.8   455.4  2165.4  3947.0  5204.9  5959.0  6197.9
            V     270.6   261.8   262.2   227.2   181.8   136.5    83.4    38.1
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   270.6   261.8   262.2   227.2   183.3   140.2    98.0    56.7
            M      -0.0   476.4   453.1  2138.5  3851.3  5016.8  5652.8  5777.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.78  117.67  120.00
Self wt.  : M    1244.1  1085.0   819.8   448.5    94.2    99.0     0.0
(Max)       V       8.7    17.5    26.2    35.0    41.6    41.6    43.2
DL-Prec.  : M     198.0   172.7   130.5    71.4    15.0    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1452.2  1266.4   956.9   523.5   109.9   115.6     0.0
Haunch (Max)V      10.2    20.4    30.6    40.8    48.6    48.5    50.5
Diaphragm : M      12.0     8.9     5.9     2.9     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     511.0   445.7   336.7   184.2    38.7    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    17.1    17.1    17.8
DL-Comp   : M     261.2   227.8   172.1    94.2    19.8    20.8     0.0
DW(Max)     V       1.8     3.7     5.5     7.3     8.7     8.7     9.1
LL + I    : M+   2280.6  1998.5  1525.2   840.8   177.4   186.5     0.0
            V      57.4    84.7   104.3   123.8   139.2   139.0   142.9
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    72.0    88.4   105.7   123.9   139.2   139.0   142.9
            M    1974.4  1810.3  1429.5   814.0   175.1   184.0    -0.0
Total     : M+   5959.0  5204.9  3947.0  2165.4   455.4   478.8     0.0
            V      83.4   136.5   181.8   227.2   262.2   261.8   270.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    98.0   140.2   183.3   227.2   262.2   261.8   270.6
            M    5652.8  5016.8  3851.3  2138.5   453.1   476.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.2             43.2
Deck+Haunch            50.5             50.5
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           88.8             88.8
DL-Comp.(DW)           45.4             45.4
Live                  104.8            104.8
        Truck          66.4             66.4
        Lane           38.4             38.4
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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0    99.0    94.2   448.5   819.8  1085.0  1244.1  1297.1
(Max)       V      43.2    41.6    41.6    35.0    26.2    17.5     8.7     0.0
DL-Prec.  : M       0.0    15.8    15.0    71.4   130.5   172.7   198.0   206.4
DC(Max)     V       6.9     6.6     6.6     5.6     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
Deck +    : M       0.0   115.6   109.9   523.5   956.9  1266.4  1452.2  1514.1
Haunch (Max)V      50.5    48.5    48.6    40.8    30.6    20.4    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     2.9     5.9     8.9    12.0    15.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    40.7    38.7   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    17.1    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    20.8    19.8    94.2   172.1   227.8   261.2   272.4
DW(Max)     V       9.1     8.7     8.7     7.3     5.5     3.7     1.8     0.0
LL + I    : M+      0.0   149.2   141.9   672.7  1220.1  1598.8  1824.5  1888.1
            V     114.3   111.2   111.4    99.1    83.4    67.8    45.9    30.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.3   111.2   111.4    99.1    84.6    70.7    57.6    45.1
            M      -0.0   147.2   140.1   651.2  1143.6  1448.2  1579.5  1551.8
Total     : M+      0.0   441.5   420.0  1997.2  3642.0  4805.2  5502.9  5725.9
            V     242.0   233.9   234.3   202.4   161.0   119.6    71.9    30.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   242.0   234.0   234.4   202.4   162.1   122.5    83.6    45.4
            M      -0.0   439.6   418.1  1975.7  3565.4  4654.7  5257.9  5389.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.78  117.67  120.00
Self wt.  : M    1244.1  1085.0   819.8   448.5    94.2    99.0     0.0
(Max)       V       8.7    17.5    26.2    35.0    41.6    41.6    43.2
DL-Prec.  : M     198.0   172.7   130.5    71.4    15.0    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1452.2  1266.4   956.9   523.5   109.9   115.6     0.0
Haunch (Max)V      10.2    20.4    30.6    40.8    48.6    48.5    50.5
Diaphragm : M      12.0     8.9     5.9     2.9     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     511.0   445.7   336.7   184.2    38.7    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    17.1    17.1    17.8
DL-Comp   : M     261.2   227.8   172.1    94.2    19.8    20.8     0.0
DW(Max)     V       1.8     3.7     5.5     7.3     8.7     8.7     9.1
LL + I    : M+   1824.5  1598.8  1220.1   672.7   141.9   149.2     0.0
            V      45.9    67.8    83.4    99.1   111.4   111.2   114.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.6    70.7    84.6    99.1   111.4   111.2   114.3
            M    1579.5  1448.2  1143.6   651.2   140.1   147.2    -0.0
Total     : M+   5502.9  4805.2  3642.0  1997.2   420.0   441.5     0.0
            V      71.9   119.6   161.0   202.4   234.3   233.9   242.0
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    83.6   122.5   162.1   202.4   234.4   234.0   242.0
            M    5257.9  4654.7  3565.4  1975.7   418.1   439.6    -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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   123.7   117.7   560.6  1024.7  1356.2  1555.1  1621.4
(Max)       V      54.0    51.9    52.0    43.7    32.8    21.9    10.9     0.0
Self wt.  : M       0.0    89.1    84.7   403.6   737.8   976.5  1119.7  1167.4
(Min)       V      38.9    37.4    37.5    31.5    23.6    15.7     7.9     0.0
DL-Prec.  : M       0.0    19.7    18.7    89.2   163.1   215.8   247.5   258.0
DC(Max)     V       8.6     8.3     8.3     7.0     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0    14.2    13.5    64.2   117.4   155.4   178.2   185.8
DC(Min)     V       6.2     6.0     6.0     5.0     3.8     2.5     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   144.4   137.4   654.3  1196.1  1583.0  1815.2  1892.6
Haunch (Max)V      63.1    60.6    60.8    51.0    38.3    25.5    12.8     0.0
Deck +    : M       0.0   104.0    98.9   471.1   861.2  1139.8  1306.9  1362.7
Haunch (Min)V      45.4    43.7    43.7    36.7    27.6    18.4     9.2     0.0
Diaphragm : M       0.0     0.7     0.7     3.6     7.4    11.2    15.0    18.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     2.6     5.3     8.0    10.8    13.5
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    50.8    48.3   230.3   420.9   557.1   638.8   666.0
DC(Max)     V      22.2    21.3    21.4    18.0    13.5     9.0     4.5     0.0
DL-Comp   : M       0.0    36.6    34.8   165.8   303.0   401.1   459.9   479.5
DC(Min)     V      16.0    15.4    15.4    12.9     9.7     6.5     3.2     0.0
DL-Comp   : M       0.0    31.2    29.7   141.3   258.2   341.7   391.9   408.6
DW(Max)     V      13.6    13.1    13.1    11.0     8.3     5.5     2.8     0.0
DL-Comp   : M       0.0    13.5    12.9    61.2   111.9   148.1   169.8   177.0
DW(Min)     V       5.9     5.7     5.7     4.8     3.6     2.4     1.2     0.0
LL + I    : M+      0.0   326.4   310.4  1471.5  2669.0  3497.3  3991.0  4130.2
            V     250.1   243.3   243.6   216.7   182.5   148.3   100.4    66.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   250.1   243.3   243.7   216.8   185.0   154.7   126.0    98.8
            M      -0.0   322.0   306.4  1424.4  2501.7  3168.0  3455.1  3394.6
Total     : M+      0.0   697.0   662.9  3150.7  5739.3  7562.3  8654.4  8995.5
            V     412.0   398.9   399.5   347.7   280.8   213.9   133.4    66.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   412.0   398.9   399.6   347.8   283.3   220.4   159.0    99.1
            M      -0.0   692.7   658.9  3103.6  5572.0  7233.1  8118.5  8260.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.78  117.67  120.00
Self wt.  : M    1555.1  1356.2  1024.7   560.6   117.7   123.7     0.0
(Max)       V      10.9    21.9    32.8    43.7    52.0    51.9    54.0
Self wt.  : M    1119.7   976.5   737.8   403.6    84.7    89.1     0.0
(Min)       V       7.9    15.7    23.6    31.5    37.5    37.4    38.9
DL-Prec.  : M     247.5   215.8   163.1    89.2    18.7    19.7     0.0
DC(Max)     V       1.7     3.5     5.2     7.0     8.3     8.3     8.6
DL-Prec.  : M     178.2   155.4   117.4    64.2    13.5    14.2     0.0
DC(Min)     V       1.3     2.5     3.8     5.0     6.0     6.0     6.2
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    1815.2  1583.0  1196.1   654.3   137.4   144.4     0.0
Haunch (Max)V      12.8    25.5    38.3    51.0    60.8    60.6    63.1
Deck +    : M    1306.9  1139.8   861.2   471.1    98.9   104.0     0.0
Haunch (Min)V       9.2    18.4    27.6    36.7    43.7    43.7    45.4
Diaphragm : M      15.0    11.2     7.4     3.6     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      10.8     8.0     5.3     2.6     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     638.8   557.1   420.9   230.3    48.3    50.8     0.0
DC(Max)     V       4.5     9.0    13.5    18.0    21.4    21.3    22.2
DL-Comp   : M     459.9   401.1   303.0   165.8    34.8    36.6     0.0
DC(Min)     V       3.2     6.5     9.7    12.9    15.4    15.4    16.0
DL-Comp   : M     391.9   341.7   258.2   141.3    29.7    31.2     0.0
DW(Max)     V       2.8     5.5     8.3    11.0    13.1    13.1    13.6
DL-Comp   : M     169.8   148.1   111.9    61.2    12.9    13.5     0.0
DW(Min)     V       1.2     2.4     3.6     4.8     5.7     5.7     5.9
LL + I    : M+   3991.0  3497.3  2669.0  1471.4   310.4   326.4     0.0
            V     100.4   148.3   182.5   216.7   243.6   243.3   250.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   126.0   154.7   185.0   216.8   243.7   243.3   250.1
            M    3455.1  3168.0  2501.7  1424.4   306.4   322.0    -0.0
Total     : M+   8654.4  7562.3  5739.3  3150.7   662.9   697.0     0.0
            V     133.4   213.9   280.8   347.7   399.5   398.9   412.0
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   159.0   220.4   283.3   347.8   399.6   398.9   412.0
            M    8118.5  7233.1  5572.0  3103.6   658.9   692.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               54.0             54.0
Deck+Haunch            63.1             63.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.6              8.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          111.0            111.0
DL-Comp.(DW)           68.1             68.1
Live                  183.4            183.4
        Truck         116.2            116.2
        Lane           67.2             67.2
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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0    99.0    94.2   448.5   819.8  1085.0  1244.1  1297.1
(Max)       V      43.2    41.6    41.6    35.0    26.2    17.5     8.7     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    15.8    15.0    71.4   130.5   172.7   198.0   206.4
DC(Max)     V       6.9     6.6     6.6     5.6     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
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   115.6   109.9   523.5   956.9  1266.4  1452.2  1514.1
Haunch (Max)V      50.5    48.5    48.6    40.8    30.6    20.4    10.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.9     5.9     8.9    12.0    15.0
(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    40.7    38.7   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    17.1    14.4    10.8     7.2     3.6     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    20.8    19.8    94.2   172.1   227.8   261.2   272.4
DW(Max)     V       9.1     8.7     8.7     7.3     5.5     3.7     1.8     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   123.4   117.4   550.7   981.8  1282.5  1443.0  1447.7
            V     112.8   110.1   110.3    99.5    86.2    65.3    52.0    38.7
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   112.8   110.1   110.3    99.5    86.2    72.9    59.6    46.3
            M       0.0   123.4   117.4   550.7   981.8  1257.2  1376.9  1340.8
Total     : M+      0.0   415.7   395.5  1875.2  3403.7  4488.9  5121.4  5285.6
            V     240.5   232.8   233.2   202.9   163.8   117.1    78.0    38.9
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   240.5   232.8   233.2   202.9   163.8   124.7    85.6    46.6
            M       0.0   415.7   395.5  1875.2  3403.7  4463.7  5055.3  5178.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.78  117.67  120.00
Self wt.  : M    1244.1  1085.0   819.8   448.5    94.2    99.0     0.0
(Max)       V       8.7    17.5    26.2    35.0    41.6    41.6    43.2
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     198.0   172.7   130.5    71.4    15.0    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
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    1452.2  1266.4   956.9   523.5   109.9   115.6     0.0
Haunch (Max)V      10.2    20.4    30.6    40.8    48.6    48.5    50.5
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      12.0     8.9     5.9     2.9     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     511.0   445.7   336.7   184.2    38.7    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    17.1    17.1    17.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     261.2   227.8   172.1    94.2    19.8    20.8     0.0
DW(Max)     V       1.8     3.7     5.5     7.3     8.7     8.7     9.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1443.0  1282.5   981.8   550.7   117.4   123.4     0.0
            V      52.0    65.3    86.2    99.5   110.3   110.1   112.8
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    59.6    72.9    86.2    99.5   110.3   110.1   112.8
            M    1376.9  1257.2   981.8   550.7   117.4   123.4     0.0
Total     : M+   5121.4  4488.9  3403.7  1875.2   395.5   415.7     0.0
            V      78.0   117.1   163.8   202.9   233.2   232.8   240.5
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    85.6   124.7   163.8   202.9   233.2   232.8   240.5
            M    5055.3  4463.7  3403.7  1875.2   395.5   415.7     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   12.13   24.27   36.40   48.53   60.67
 
Beam-Self
Precast-top    0.209   0.775   1.371   1.788   2.029   2.114 
Bottom        -0.169  -0.618  -1.084  -1.401  -1.575  -1.641 
 
Prestress
Precast-top    0.299  -0.190  -0.600  -1.002  -1.394  -1.394 
Bottom         4.780   5.719   6.020   6.308   6.584   6.584 
 
Total
Precast-top    0.508   0.585   0.771   0.787   0.635   0.720 
Bottom         4.611   5.101   4.936   4.907   5.008   4.943 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.03 %)
             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   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.024   0.023   0.107   0.195   0.256   0.293   0.305 
Precast-top    0.077   0.651   0.626   1.617   2.723   3.401   3.658   3.869 
Bottom         0.958   3.751   3.619   3.328   2.308   1.681   1.431   1.248 
 

 
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   12.13   24.27   36.40   48.53   60.67
 
Beam-Self
Precast-top    0.209   0.775   1.371   1.788   2.029   2.114 
Bottom        -0.169  -0.618  -1.084  -1.401  -1.575  -1.641 
 
Prestress
Precast-top    0.299  -0.190  -0.600  -1.002  -1.394  -1.394 
Bottom         4.780   5.719   6.020   6.308   6.584   6.584 
 
Total
Precast-top    0.508   0.585   0.771   0.787   0.635   0.720 
Bottom         4.611   5.101   4.936   4.907   5.008   4.943 
 
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 = 14.03 %)
             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   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22   11.47   23.60   35.73   47.87   60.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.060   0.057   0.265   0.473   0.617   0.693   0.701 
Precast-top    0.039   0.362   0.348   0.969   1.648   2.073   2.247   2.354 
Bottom         0.479   1.770   1.709   1.201   0.335  -0.220  -0.466  -0.562 
 

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
    412.0    6.5   48.5    1.207   4.4   6.00e-3 50.0    426.1     2.116    4.693      0.00
      0.0    1.0   48.0     41.9 0.145      27.2 0.87    12.00     0.130    1.713 
Transfer:   3.00
    398.9    6.5   48.4    5.731  20.1  -0.08e-3 28.7    269.7     0.640    1.760      0.00
    692.7    4.6   46.2    189.0 0.141     153.4 5.12    12.00     0.130    1.738 
Critical:   4.49
    390.4    6.5   48.4    6.255  20.1  -0.11e-3 28.6    257.4     0.612    1.760      0.00
   1092.5    5.1   45.9    189.0 0.139     156.3 5.24    12.00     0.130    1.767 
0.1L    :  12.13
    347.8    6.5   47.6    9.896  20.1  -0.17e-3 28.4    209.5     0.517    0.827      0.00
   3103.6    7.5   43.9    189.0 0.128     156.9 5.50    12.00     0.130    1.326 
0.2L    :  24.27
    283.3    6.5   45.3   11.718  20.1  -0.08e-3 28.7    156.8     0.414    0.620      0.00
   5572.0    7.6   41.5    189.0 0.109     138.0 5.12    24.00     0.130    1.248 
0.3L    :  36.40
    220.4    6.5   46.8   11.718  20.1   0.02e-3 29.1     92.4     0.239    0.413      0.00
   7233.1    7.7   43.0    189.0 0.080     132.4 4.74    24.00     0.130    1.276 
0.4L    :  48.53
    159.0    6.5   48.3   11.718   0.0   0.41e-3 30.4     70.4     0.186    0.413      0.00
   8118.5    7.7   44.5    189.0 0.061     106.2 3.68    24.00     0.130    1.487 
0.5L    :  60.67
     99.1    6.5   48.3   11.718   0.0   0.34e-3 30.2      0.0     0.130    0.413      0.00
   8260.0    7.7   44.5    189.0 0.038     110.3 3.82    24.00     0.130    2.436 
0.6L    :  72.80
    159.0    6.5   48.3   11.718   0.0   0.41e-3 30.4     70.4     0.186    0.413      0.00
   8118.5    7.7   44.5    189.0 0.061     106.2 3.68    24.00     0.130    1.487 
0.7L    :  84.93
    220.4    6.5   46.8   11.718  20.1   0.02e-3 29.1     92.4     0.239    0.413      0.00
   7233.1    7.7   43.0    189.0 0.080     132.4 4.74    24.00     0.130    1.276 
0.8L    :  97.06
    283.3    6.5   45.3   11.718  20.1  -0.08e-3 28.7    156.8     0.414    0.620      0.00
   5572.0    7.6   41.5    189.0 0.109     138.0 5.12    24.00     0.130    1.248 
0.9L    : 109.20
    347.8    6.5   47.6    9.896  20.1  -0.17e-3 28.4    209.5     0.517    0.827      0.00
   3103.6    7.5   43.9    189.0 0.128     156.9 5.50    12.00     0.130    1.326 
Critical: 116.84
    390.4    6.5   48.4    6.253  20.1  -0.11e-3 28.6    257.5     0.612    1.760      0.00
   1091.1    5.1   45.9    189.0 0.139     156.2 5.24    12.00     0.130    1.766 
Transfer: 118.33
    398.9    6.5   48.4    5.731  20.1  -0.08e-3 28.7    269.7     0.640    1.760      0.00
    692.7    4.6   46.2    189.0 0.141     153.4 5.12    12.00     0.130    1.738 
Bearing : 120.67
    412.0    6.5   48.5    1.207   4.4   6.00e-3 50.0    426.1     2.116    4.693      0.00
      0.0    1.0   48.0     41.9 0.145      27.2 0.87    12.00     0.130    1.713 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 2042.68
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    4.09
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(Beam and Slab effects are INCLUDED in Vu).
Computed Interface width considered to be engaged in shear transfer, bvi = 34.00(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
    412.0      9.54     48.51    1.05       47.99    24.00      0.300      2.430      0.228      0.000*
Transfer:      2.33
    398.9      9.60     48.45    4.58       46.16    24.00      0.300      2.451      0.241      1.760 
Critical:      3.83
    390.6      9.45     48.45    5.06       45.92    24.00      0.300      2.400      0.210      1.760 
0.1L    :     11.47
    347.8      8.81     47.60    7.46       43.87    24.00      0.300      2.186      0.082      0.827 
0.2L    :     23.60
    283.3      7.59     45.32    7.65       41.50    24.00      0.300      1.779      0.000      0.620 
0.3L    :     35.73
    220.4      5.70     46.81    7.66       42.98    24.00      0.300      1.150      0.000      0.413 
0.4L    :     47.87
    159.0      3.97     48.29    7.67       44.45    24.00      0.300      0.575      0.000      0.413 
0.5L    :     60.00
     99.1      2.48     48.29    7.67       44.45    24.00      0.300      0.075      0.000      0.413 
0.6L    :     72.13
    159.0      3.97     48.29    7.67       44.45    24.00      0.300      0.575      0.000      0.413 
0.7L    :     84.27
    220.4      5.70     46.81    7.66       42.98    24.00      0.300      1.150      0.000      0.413 
0.8L    :     96.40
    283.3      7.59     45.32    7.65       41.50    24.00      0.300      1.779      0.000      0.620 
0.9L    :    108.53
    347.8      8.81     47.60    7.46       43.87    24.00      0.300      2.186      0.082      0.827 
Critical:    116.17
    390.6      9.45     48.45    5.06       45.92    24.00      0.300      2.400      0.210      1.760 
Transfer:    117.67
    398.9      9.60     48.45    4.58       46.16    24.00      0.300      2.451      0.241      1.760 
Bearing :    120.00
    412.0      9.54     48.51    1.05       47.99    24.00      0.300      2.430      0.228      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 11.47 ft
Prestress      :       2.846  1.80      5.123  2.20      6.261
Self Wt.       :      -1.112  1.85     -2.057  2.40     -2.668
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          :       1.734            3.066            3.594
 
At 0.2 x L = 23.60 ft
Prestress      :       5.107  1.80      9.192  2.20     11.235
Self Wt.       :      -2.084  1.85     -3.856  2.40     -5.002
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.023            5.337            6.233
 
At 0.3 x L = 35.73 ft
Prestress      :       6.716  1.80     12.089  2.20     14.776
Self Wt.       :      -2.825  1.85     -5.226  2.40     -6.779
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.891            6.863            7.996
 
At 0.4 x L = 47.87 ft
Prestress      :       7.631  1.80     13.736  2.20     16.789
Self Wt.       :      -3.272  1.85     -6.053  2.40     -7.853
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          :       4.359            7.683            8.936
 
At 0.5 x L = 60.00 ft
Prestress      :       7.982  1.80     14.367  2.20     17.560
Self Wt.       :      -3.436  1.85     -6.356  2.40     -8.246
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          :       4.546            8.011            9.314
 
At 0.6 x L = 72.13 ft
Prestress      :       7.631  1.80     13.736  2.20     16.789
Self Wt.       :      -3.272  1.85     -6.053  2.40     -7.853
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          :       4.359            7.683            8.936
 
At 0.7 x L = 84.27 ft
Prestress      :       6.716  1.80     12.089  2.20     14.776
Self Wt.       :      -2.825  1.85     -5.226  2.40     -6.779
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.891            6.863            7.996
 
At 0.8 x L = 96.40 ft
Prestress      :       5.107  1.80      9.192  2.20     11.235
Self Wt.       :      -2.084  1.85     -3.856  2.40     -5.002
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.023            5.337            6.233
 
At 0.9 x L = 108.53 ft
Prestress      :       2.846  1.80      5.123  2.20      6.261
Self Wt.       :      -1.112  1.85     -2.057  2.40     -2.668
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          :       1.734            3.066            3.594
 

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
   697.0    42.0  6.873  260.0    5.5   4.58   5914.5  0.025T 1.00       -       -     -     -  
H/2     :   2.22
   662.9    42.0  6.607  260.4    5.3   4.41   5703.3  0.026T 1.00       -       -     -     -  
0.1L    :  11.47
  3150.7    43.5 11.439  254.3    9.0   7.46   9636.5  0.014T 1.00    879.2   879.2   10.96    -  
0.2L    :  23.60
  5739.3    45.3 11.718  254.6    9.2   7.65  10319.0  0.014T 1.00    440.5   440.5   23.42    -  
0.3L    :  35.73
  7562.3    46.8 11.718  255.1    9.2   7.66  10704.6  0.014T 1.00    148.7   148.7   72.00    -  
0.4L    :  47.87
  8654.4    48.3 11.718  255.5    9.3   7.67  11090.4  0.014T 1.00     -1.8    -1.8 -6284.29  1.28*
0.5L    :  60.00
  8995.5    48.3 11.718  255.5    9.3   7.67  11090.4  0.014T 1.00    -66.3   -66.3 -167.19  1.23*
0.6L    :  72.13
  8654.4    48.3 11.718  255.5    9.3   7.67  11090.4  0.014T 1.00     -1.8    -1.8 -6285.16  1.28*
0.7L    :  84.27
  7562.3    46.8 11.718  255.1    9.2   7.66  10704.6  0.014T 1.00    148.7   148.7   72.00    -  
0.8L    :  96.40
  5739.3    45.3 11.718  254.6    9.2   7.65  10319.0  0.014T 1.00    440.5   440.5   23.42    -  
0.9L    : 108.53
  3150.7    43.5 11.439  254.3    9.0   7.46   9636.5  0.014T 1.00    879.2   879.2   10.96    -  
H/2     : 117.78
   662.9    42.0  6.607  260.4    5.3   4.41   5703.3  0.026T 1.00       -       -     -     -  
Transfer: 117.67
   697.0    42.0  6.873  260.0    5.5   4.58   5914.5  0.025T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 2; Groups 1-27; Units: ksi )
 
Grp Str    Ys,in       3.00ft   6.00ft   9.00ft

  1   2 E   2.00 Ft     0.114    0.312    0.500
        M   2.00 Fb     0.118   -0.043   -0.192
 
  2   2 E  42.00 Ft     0.459    0.635    0.799
        M  10.00 Fb     0.047   -0.095   -0.226
 
  3   2 E  40.00 Ft     0.781    0.934    1.076
        M   8.00 Fb    -0.005   -0.128   -0.241
 
  4   2 E  38.00 Ft     1.080    1.210    1.330
        M   6.00 Fb    -0.038   -0.143   -0.237
 
  5   2 E  36.00 Ft     1.355    1.463    1.560
        M   4.00 Fb    -0.053   -0.139   -0.215
 
  6   2 E  34.00 Ft     1.608    1.693    1.768
        M   2.00 Fb    -0.049   -0.117   -0.175
 
  7   2 E   8.00 Ft     1.583    1.669    1.744
        M   8.00 Fb     0.181    0.111    0.050
 
  8   2 E   8.00 Ft     1.558    1.644    1.721
        M   8.00 Fb     0.410    0.339    0.275
 
  9   2 E   8.00 Ft     1.533    1.620    1.697
        M   8.00 Fb     0.640    0.567    0.500
 
 10   2 E   8.00 Ft     1.508    1.595    1.674
        M   8.00 Fb     0.869    0.795    0.725
 
 11   2 E   6.00 Ft     1.459    1.547    1.627
        M   6.00 Fb     1.118    1.042    0.969
 
 12   2 E   6.00 Ft     1.411    1.500    1.580
        M   6.00 Fb     1.366    1.288    1.212
 
 13   2 E   6.00 Ft     1.411    1.452    1.533
        M   6.00 Fb     1.366    1.536    1.457
 
 14   2 E   6.00 Ft     1.363    1.404    1.487
        M   6.00 Fb     1.615    1.783    1.701
 
 15   2 E   6.00 Ft     1.315    1.357    1.440
        M   6.00 Fb     1.863    2.030    1.944
 
 16   2 E   6.00 Ft     1.266    1.309    1.393
        M   6.00 Fb     2.111    2.276    2.188
 
 17   2 E   4.00 Ft     1.195    1.238    1.324
        M   4.00 Fb     2.378    2.541    2.450
 
 18   2 E   4.00 Ft     1.195    1.238    1.254
        M   4.00 Fb     2.378    2.541    2.713
 
 19   2 E   4.00 Ft     1.124    1.167    1.184
        M   4.00 Fb     2.646    2.807    2.975
 
 20   2 E   4.00 Ft     1.124    1.167    1.114
        M   4.00 Fb     2.646    2.807    3.238
 
 21   2 E   4.00 Ft     1.052    1.097    1.044
        M   4.00 Fb     2.913    3.072    3.500
 
 22   2 E   4.00 Ft     0.981    1.026    0.975
        M   4.00 Fb     3.180    3.337    3.762
 
 23   2 E   2.00 Ft     0.886    0.932    0.882
        M   2.00 Fb     3.466    3.621    4.043
 
 24   2 E   2.00 Ft     0.792    0.838    0.789
        M   2.00 Fb     3.752    3.905    4.323
 
 25   2 E   2.00 Ft     0.697    0.744    0.696
        M   2.00 Fb     4.038    4.189    4.603
 
 26   2 E   2.00 Ft     0.602    0.650    0.603
        M   2.00 Fb     4.325    4.474    4.885
 
 27   2 E   2.00 Ft     0.508    0.556    0.510
        M   2.00 Fb     4.611    4.758    5.166
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 121.33            Release Length, ft: 121.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  54
No. of strands, Draped:  10           No. of strands, Straight:  44
Concrete Strength, f'ci:   8.0  ksi        f'c:  10.0 ksi  f'ct   4.5 ksi
Initial losses: 10.56 %               Final losses: 15.83 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.101   0.1L/0.9L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.508       Trans
      Precast Top w/ reinf. (tension)      -0.679           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 11090.35     8995.53     Midspan     OK
Note: Check minimum reinforcement criteria
(LRFD Art. 5.6.3.3) in Ultimate Moment detailed report.
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      33.33 %               OK
      Max. Debond Total                    25.00 %      11.11 %               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:   2.700  -0.000     Bearing    2.025   0.305     Midspan
    Pre.Top:   6.000  -0.000     Bearing    4.500   3.869     Midspan
    Pre.Bot:   6.000  -0.000     Bearing    4.500   3.751    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.403  -0.000     Bearing
    Pre.Top:  -0.600  -0.000     Bearing
    Pre.Bot:  -0.600  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             4.000   2.354     Midspan
    Pre.Bot:                                                             4.000   1.770    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  60.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.982  1.80     14.367  2.20     17.560
Self Wt.       :      -3.436  1.85     -6.356  2.40     -8.246
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          :       4.546            8.011            9.314
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  41.00 ft
Type      : I-Girder                            Curb-to-curb       =  37.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   8.50/  8.50 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  =   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  = 102.000 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  120.00
     DC  Line       0.080      0.00       0.080  120.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    60.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 121.330 ft
Release length = 121.330 ft
Design  length = 120.000 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)  : 0.646   (Calculated)    
Live Moment (1  lane  loaded)  : 0.443   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.128   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.918   (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           1312.2 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           448807 in4#
Ht. of c.g.           =        20.74 in             34.24 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1561.8 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 = 0.7684

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    11.47    23.60    35.73    47.87    60.00
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    701.8    736.7    735.0    742.4    742.4    742.4    742.4    742.4
  Yb      ,  in    20.61    20.16    20.18    19.97    19.87    19.77    19.67    19.67
  MI(Ixx) , in4   179797   182771   182620   185028   186712   188603   190700   190700
Composite: (At Final, using Ec =  5772.5 ksi )
  Area    , in2   1321.3   1353.3   1351.7   1358.4   1358.4   1358.4   1358.4   1358.4
  Yb      ,  in    34.08    33.54    33.57    33.39    33.34    33.29    33.24    33.24
  MI(Ixx) , in4   453446   469821   469003   476300   479674   483243   487008   487008

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.00  ksi   
  Elasticity         =     5362.7 ksi   
  Max comp           =       5.20 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.68 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =      10.00 ksi           4.50 ksi
  Elasticity         =    5772.50 ksi        4435.31 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       6.00 ksi           2.70 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.50 ksi           2.03 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       4.00 ksi           1.80 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.60 ksi          -0.40 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  54 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 48.53 ft from member end )
END PATTERN (Ycg = 10.88 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     2 @ 34.000 in     2 @ 36.000 in     2 @ 38.000 in     2 @ 40.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.96 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in

SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
 1      2     2.00 in  2.00 in   0.00 ft    0.00 ft   3.00 in      73.0  %  42.8 kips
13      2     6.00 in  6.00 in   3.00 ft    0.00 ft   9.00 in      73.0  %  42.8 kips
18      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
20      2     4.00 in  4.00 in   6.00 ft    0.00 ft   7.00 in      73.0  %  42.8 kips
26      2     2.00 in  2.00 in   0.00 ft    0.00 ft   7.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.2 ksi
Total Strand Area     =   11.72 in2      Initial Pull          =     2299.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.468 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.335 ft
Holddown Force        =  23.337 kips     Beam Shrtng (PL/AE)   =      0.849 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)       
--------------------------------------------------------------------------------------
      6553.283         740 4849.430     21.588 87433.617  1201.951     768.011        
 
 
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       2.25       0.1250      1.2500     No
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.5000      2.9167    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.9167      4.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.9167     14.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     24.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.6670     32.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      32.1667     89.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      89.1634     96.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      96.6631    106.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00     106.6634    116.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00     116.4134    118.4134    Yes
      2      US#6[M19]       60.00        0.88       5.00     118.4134    118.8301    Yes
      2      US#6[M19]       60.00        0.88       3.00     118.8301    120.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     120.0801    121.2051     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 121.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 11.7180 in2       Ycg =  4.96 in
         P_init    =     2299.3 kips  Ecc = 15.78 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.73 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.900 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.93 ksi    0.00 ksi
    due to Composite Loads                                 -2.77 ksi    0.00 ksi
    due to Live Loads                                      -6.50 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                         6.67 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.46 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.73 ksi  (10.56 %)            10.34 ksi ( 5.27 %)
Total Prestress Losses                                    31.06 ksi (15.83 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.2 ksi < 0.75 fpu, OK 
     initial fpe = 165.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0    99.0    94.2   448.5   819.8  1085.0  1244.1  1297.1
(Max)       V      43.2    41.6    41.6    35.0    26.2    17.5     8.7     0.0
DL-Prec.  : M       0.0    15.8    15.0    71.4   130.5   172.7   198.0   206.4
DC(Max)     V       6.9     6.6     6.6     5.6     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
Deck +    : M       0.0   115.6   109.9   523.5   956.9  1266.4  1452.2  1514.1
Haunch (Max)V      50.5    48.5    48.6    40.8    30.6    20.4    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     2.9     5.9     8.9    12.0    15.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    40.7    38.7   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    17.1    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    20.8    19.8    94.2   172.1   227.8   261.2   272.4
DW(Max)     V       9.1     8.7     8.7     7.3     5.5     3.7     1.8     0.0
LL + I    : M+      0.0   186.5   177.4   840.8  1525.2  1998.5  2280.6  2360.1
            V     142.9   139.0   139.2   123.8   104.3    84.7    57.4    37.8
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   142.9   139.0   139.2   123.9   105.7    88.4    72.0    56.4
            M      -0.0   184.0   175.1   814.0  1429.5  1810.3  1974.4  1939.8
Total     : M+      0.0   478.8   455.4  2165.4  3947.0  5204.9  5959.0  6197.9
            V     270.6   261.8   262.2   227.2   181.8   136.5    83.4    38.1
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   270.6   261.8   262.2   227.2   183.3   140.2    98.0    56.7
            M      -0.0   476.4   453.1  2138.5  3851.3  5016.8  5652.8  5777.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.78  117.67  120.00
Self wt.  : M    1244.1  1085.0   819.8   448.5    94.2    99.0     0.0
(Max)       V       8.7    17.5    26.2    35.0    41.6    41.6    43.2
DL-Prec.  : M     198.0   172.7   130.5    71.4    15.0    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1452.2  1266.4   956.9   523.5   109.9   115.6     0.0
Haunch (Max)V      10.2    20.4    30.6    40.8    48.6    48.5    50.5
Diaphragm : M      12.0     8.9     5.9     2.9     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     511.0   445.7   336.7   184.2    38.7    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    17.1    17.1    17.8
DL-Comp   : M     261.2   227.8   172.1    94.2    19.8    20.8     0.0
DW(Max)     V       1.8     3.7     5.5     7.3     8.7     8.7     9.1
LL + I    : M+   2280.6  1998.5  1525.2   840.8   177.4   186.5     0.0
            V      57.4    84.7   104.3   123.8   139.2   139.0   142.9
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    72.0    88.4   105.7   123.9   139.2   139.0   142.9
            M    1974.4  1810.3  1429.5   814.0   175.1   184.0    -0.0
Total     : M+   5959.0  5204.9  3947.0  2165.4   455.4   478.8     0.0
            V      83.4   136.5   181.8   227.2   262.2   261.8   270.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    98.0   140.2   183.3   227.2   262.2   261.8   270.6
            M    5652.8  5016.8  3851.3  2138.5   453.1   476.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.2             43.2
Deck+Haunch            50.5             50.5
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           88.8             88.8
DL-Comp.(DW)           45.4             45.4
Live                  104.8            104.8
        Truck          66.4             66.4
        Lane           38.4             38.4
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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0    99.0    94.2   448.5   819.8  1085.0  1244.1  1297.1
(Max)       V      43.2    41.6    41.6    35.0    26.2    17.5     8.7     0.0
DL-Prec.  : M       0.0    15.8    15.0    71.4   130.5   172.7   198.0   206.4
DC(Max)     V       6.9     6.6     6.6     5.6     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
Deck +    : M       0.0   115.6   109.9   523.5   956.9  1266.4  1452.2  1514.1
Haunch (Max)V      50.5    48.5    48.6    40.8    30.6    20.4    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     2.9     5.9     8.9    12.0    15.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    40.7    38.7   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    17.1    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    20.8    19.8    94.2   172.1   227.8   261.2   272.4
DW(Max)     V       9.1     8.7     8.7     7.3     5.5     3.7     1.8     0.0
LL + I    : M+      0.0   149.2   141.9   672.7  1220.1  1598.8  1824.5  1888.1
            V     114.3   111.2   111.4    99.1    83.4    67.8    45.9    30.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.3   111.2   111.4    99.1    84.6    70.7    57.6    45.1
            M      -0.0   147.2   140.1   651.2  1143.6  1448.2  1579.5  1551.8
Total     : M+      0.0   441.5   420.0  1997.2  3642.0  4805.2  5502.9  5725.9
            V     242.0   233.9   234.3   202.4   161.0   119.6    71.9    30.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   242.0   234.0   234.4   202.4   162.1   122.5    83.6    45.4
            M      -0.0   439.6   418.1  1975.7  3565.4  4654.7  5257.9  5389.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.78  117.67  120.00
Self wt.  : M    1244.1  1085.0   819.8   448.5    94.2    99.0     0.0
(Max)       V       8.7    17.5    26.2    35.0    41.6    41.6    43.2
DL-Prec.  : M     198.0   172.7   130.5    71.4    15.0    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1452.2  1266.4   956.9   523.5   109.9   115.6     0.0
Haunch (Max)V      10.2    20.4    30.6    40.8    48.6    48.5    50.5
Diaphragm : M      12.0     8.9     5.9     2.9     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     511.0   445.7   336.7   184.2    38.7    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    17.1    17.1    17.8
DL-Comp   : M     261.2   227.8   172.1    94.2    19.8    20.8     0.0
DW(Max)     V       1.8     3.7     5.5     7.3     8.7     8.7     9.1
LL + I    : M+   1824.5  1598.8  1220.1   672.7   141.9   149.2     0.0
            V      45.9    67.8    83.4    99.1   111.4   111.2   114.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.6    70.7    84.6    99.1   111.4   111.2   114.3
            M    1579.5  1448.2  1143.6   651.2   140.1   147.2    -0.0
Total     : M+   5502.9  4805.2  3642.0  1997.2   420.0   441.5     0.0
            V      71.9   119.6   161.0   202.4   234.3   233.9   242.0
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    83.6   122.5   162.1   202.4   234.4   234.0   242.0
            M    5257.9  4654.7  3565.4  1975.7   418.1   439.6    -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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   123.7   117.7   560.6  1024.7  1356.2  1555.1  1621.4
(Max)       V      54.0    51.9    52.0    43.7    32.8    21.9    10.9     0.0
Self wt.  : M       0.0    89.1    84.7   403.6   737.8   976.5  1119.7  1167.4
(Min)       V      38.9    37.4    37.5    31.5    23.6    15.7     7.9     0.0
DL-Prec.  : M       0.0    19.7    18.7    89.2   163.1   215.8   247.5   258.0
DC(Max)     V       8.6     8.3     8.3     7.0     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0    14.2    13.5    64.2   117.4   155.4   178.2   185.8
DC(Min)     V       6.2     6.0     6.0     5.0     3.8     2.5     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   144.4   137.4   654.3  1196.1  1583.0  1815.2  1892.6
Haunch (Max)V      63.1    60.6    60.8    51.0    38.3    25.5    12.8     0.0
Deck +    : M       0.0   104.0    98.9   471.1   861.2  1139.8  1306.9  1362.7
Haunch (Min)V      45.4    43.7    43.7    36.7    27.6    18.4     9.2     0.0
Diaphragm : M       0.0     0.7     0.7     3.6     7.4    11.2    15.0    18.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     2.6     5.3     8.0    10.8    13.5
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    50.8    48.3   230.3   420.9   557.1   638.8   666.0
DC(Max)     V      22.2    21.3    21.4    18.0    13.5     9.0     4.5     0.0
DL-Comp   : M       0.0    36.6    34.8   165.8   303.0   401.1   459.9   479.5
DC(Min)     V      16.0    15.4    15.4    12.9     9.7     6.5     3.2     0.0
DL-Comp   : M       0.0    31.2    29.7   141.3   258.2   341.7   391.9   408.6
DW(Max)     V      13.6    13.1    13.1    11.0     8.3     5.5     2.8     0.0
DL-Comp   : M       0.0    13.5    12.9    61.2   111.9   148.1   169.8   177.0
DW(Min)     V       5.9     5.7     5.7     4.8     3.6     2.4     1.2     0.0
LL + I    : M+      0.0   326.4   310.4  1471.5  2669.0  3497.3  3991.0  4130.2
            V     250.1   243.3   243.6   216.7   182.5   148.3   100.4    66.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   250.1   243.3   243.7   216.8   185.0   154.7   126.0    98.8
            M      -0.0   322.0   306.4  1424.4  2501.7  3168.0  3455.1  3394.6
Total     : M+      0.0   697.0   662.9  3150.7  5739.3  7562.3  8654.4  8995.5
            V     412.0   398.9   399.5   347.7   280.8   213.9   133.4    66.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   412.0   398.9   399.6   347.8   283.3   220.4   159.0    99.1
            M      -0.0   692.7   658.9  3103.6  5572.0  7233.1  8118.5  8260.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.78  117.67  120.00
Self wt.  : M    1555.1  1356.2  1024.7   560.6   117.7   123.7     0.0
(Max)       V      10.9    21.9    32.8    43.7    52.0    51.9    54.0
Self wt.  : M    1119.7   976.5   737.8   403.6    84.7    89.1     0.0
(Min)       V       7.9    15.7    23.6    31.5    37.5    37.4    38.9
DL-Prec.  : M     247.5   215.8   163.1    89.2    18.7    19.7     0.0
DC(Max)     V       1.7     3.5     5.2     7.0     8.3     8.3     8.6
DL-Prec.  : M     178.2   155.4   117.4    64.2    13.5    14.2     0.0
DC(Min)     V       1.3     2.5     3.8     5.0     6.0     6.0     6.2
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    1815.2  1583.0  1196.1   654.3   137.4   144.4     0.0
Haunch (Max)V      12.8    25.5    38.3    51.0    60.8    60.6    63.1
Deck +    : M    1306.9  1139.8   861.2   471.1    98.9   104.0     0.0
Haunch (Min)V       9.2    18.4    27.6    36.7    43.7    43.7    45.4
Diaphragm : M      15.0    11.2     7.4     3.6     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      10.8     8.0     5.3     2.6     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     638.8   557.1   420.9   230.3    48.3    50.8     0.0
DC(Max)     V       4.5     9.0    13.5    18.0    21.4    21.3    22.2
DL-Comp   : M     459.9   401.1   303.0   165.8    34.8    36.6     0.0
DC(Min)     V       3.2     6.5     9.7    12.9    15.4    15.4    16.0
DL-Comp   : M     391.9   341.7   258.2   141.3    29.7    31.2     0.0
DW(Max)     V       2.8     5.5     8.3    11.0    13.1    13.1    13.6
DL-Comp   : M     169.8   148.1   111.9    61.2    12.9    13.5     0.0
DW(Min)     V       1.2     2.4     3.6     4.8     5.7     5.7     5.9
LL + I    : M+   3991.0  3497.3  2669.0  1471.4   310.4   326.4     0.0
            V     100.4   148.3   182.5   216.7   243.6   243.3   250.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   126.0   154.7   185.0   216.8   243.7   243.3   250.1
            M    3455.1  3168.0  2501.7  1424.4   306.4   322.0    -0.0
Total     : M+   8654.4  7562.3  5739.3  3150.7   662.9   697.0     0.0
            V     133.4   213.9   280.8   347.7   399.5   398.9   412.0
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   159.0   220.4   283.3   347.8   399.6   398.9   412.0
            M    8118.5  7233.1  5572.0  3103.6   658.9   692.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               54.0             54.0
Deck+Haunch            63.1             63.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.6              8.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          111.0            111.0
DL-Comp.(DW)           68.1             68.1
Live                  183.4            183.4
        Truck         116.2            116.2
        Lane           67.2             67.2
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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0    99.0    94.2   448.5   819.8  1085.0  1244.1  1297.1
(Max)       V      43.2    41.6    41.6    35.0    26.2    17.5     8.7     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    15.8    15.0    71.4   130.5   172.7   198.0   206.4
DC(Max)     V       6.9     6.6     6.6     5.6     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
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   115.6   109.9   523.5   956.9  1266.4  1452.2  1514.1
Haunch (Max)V      50.5    48.5    48.6    40.8    30.6    20.4    10.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.9     5.9     8.9    12.0    15.0
(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    40.7    38.7   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    17.1    14.4    10.8     7.2     3.6     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    20.8    19.8    94.2   172.1   227.8   261.2   272.4
DW(Max)     V       9.1     8.7     8.7     7.3     5.5     3.7     1.8     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   123.4   117.4   550.7   981.8  1282.5  1443.0  1447.7
            V     112.8   110.1   110.3    99.5    86.2    65.3    52.0    38.7
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   112.8   110.1   110.3    99.5    86.2    72.9    59.6    46.3
            M       0.0   123.4   117.4   550.7   981.8  1257.2  1376.9  1340.8
Total     : M+      0.0   415.7   395.5  1875.2  3403.7  4488.9  5121.4  5285.6
            V     240.5   232.8   233.2   202.9   163.8   117.1    78.0    38.9
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   240.5   232.8   233.2   202.9   163.8   124.7    85.6    46.6
            M       0.0   415.7   395.5  1875.2  3403.7  4463.7  5055.3  5178.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.78  117.67  120.00
Self wt.  : M    1244.1  1085.0   819.8   448.5    94.2    99.0     0.0
(Max)       V       8.7    17.5    26.2    35.0    41.6    41.6    43.2
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     198.0   172.7   130.5    71.4    15.0    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
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    1452.2  1266.4   956.9   523.5   109.9   115.6     0.0
Haunch (Max)V      10.2    20.4    30.6    40.8    48.6    48.5    50.5
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      12.0     8.9     5.9     2.9     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     511.0   445.7   336.7   184.2    38.7    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    17.1    17.1    17.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     261.2   227.8   172.1    94.2    19.8    20.8     0.0
DW(Max)     V       1.8     3.7     5.5     7.3     8.7     8.7     9.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1443.0  1282.5   981.8   550.7   117.4   123.4     0.0
            V      52.0    65.3    86.2    99.5   110.3   110.1   112.8
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    59.6    72.9    86.2    99.5   110.3   110.1   112.8
            M    1376.9  1257.2   981.8   550.7   117.4   123.4     0.0
Total     : M+   5121.4  4488.9  3403.7  1875.2   395.5   415.7     0.0
            V      78.0   117.1   163.8   202.9   233.2   232.8   240.5
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    85.6   124.7   163.8   202.9   233.2   232.8   240.5
            M    5055.3  4463.7  3403.7  1875.2   395.5   415.7     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   12.13   24.27   36.40   48.53   60.67
 
Beam-Self
Precast-top    0.209   0.775   1.371   1.788   2.029   2.114 
Bottom        -0.169  -0.618  -1.084  -1.401  -1.575  -1.641 
 
Prestress
Precast-top    0.299  -0.190  -0.600  -1.002  -1.394  -1.394 
Bottom         4.780   5.719   6.020   6.308   6.584   6.584 
 
Total
Precast-top    0.508   0.585   0.771   0.787   0.635   0.720 
Bottom         4.611   5.101   4.936   4.907   5.008   4.943 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.03 %)
             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   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.024   0.023   0.107   0.195   0.256   0.293   0.305 
Precast-top    0.077   0.651   0.626   1.617   2.723   3.401   3.658   3.869 
Bottom         0.958   3.751   3.619   3.328   2.308   1.681   1.431   1.248 
 

 
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   12.13   24.27   36.40   48.53   60.67
 
Beam-Self
Precast-top    0.209   0.775   1.371   1.788   2.029   2.114 
Bottom        -0.169  -0.618  -1.084  -1.401  -1.575  -1.641 
 
Prestress
Precast-top    0.299  -0.190  -0.600  -1.002  -1.394  -1.394 
Bottom         4.780   5.719   6.020   6.308   6.584   6.584 
 
Total
Precast-top    0.508   0.585   0.771   0.787   0.635   0.720 
Bottom         4.611   5.101   4.936   4.907   5.008   4.943 
 
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 = 14.03 %)
             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   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22   11.47   23.60   35.73   47.87   60.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.060   0.057   0.265   0.473   0.617   0.693   0.701 
Precast-top    0.039   0.362   0.348   0.969   1.648   2.073   2.247   2.354 
Bottom         0.479   1.770   1.709   1.201   0.335  -0.220  -0.466  -0.562 
 

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
    412.0    6.5   48.5    1.207   4.4   6.00e-3 50.0    426.1     2.116    4.693      0.00
      0.0    1.0   48.0     41.9 0.145      27.2 0.87    12.00     0.130    1.713 
Transfer:   3.00
    398.9    6.5   48.4    5.731  20.1  -0.08e-3 28.7    269.7     0.640    1.760      0.00
    692.7    4.6   46.2    189.0 0.141     153.4 5.12    12.00     0.130    1.738 
Critical:   4.49
    390.4    6.5   48.4    6.255  20.1  -0.11e-3 28.6    257.4     0.612    1.760      0.00
   1092.5    5.1   45.9    189.0 0.139     156.3 5.24    12.00     0.130    1.767 
0.1L    :  12.13
    347.8    6.5   47.6    9.896  20.1  -0.17e-3 28.4    209.5     0.517    0.827      0.00
   3103.6    7.5   43.9    189.0 0.128     156.9 5.50    12.00     0.130    1.326 
0.2L    :  24.27
    283.3    6.5   45.3   11.718  20.1  -0.08e-3 28.7    156.8     0.414    0.620      0.00
   5572.0    7.6   41.5    189.0 0.109     138.0 5.12    24.00     0.130    1.248 
0.3L    :  36.40
    220.4    6.5   46.8   11.718  20.1   0.02e-3 29.1     92.4     0.239    0.413      0.00
   7233.1    7.7   43.0    189.0 0.080     132.4 4.74    24.00     0.130    1.276 
0.4L    :  48.53
    159.0    6.5   48.3   11.718   0.0   0.41e-3 30.4     70.4     0.186    0.413      0.00
   8118.5    7.7   44.5    189.0 0.061     106.2 3.68    24.00     0.130    1.487 
0.5L    :  60.67
     99.1    6.5   48.3   11.718   0.0   0.34e-3 30.2      0.0     0.130    0.413      0.00
   8260.0    7.7   44.5    189.0 0.038     110.3 3.82    24.00     0.130    2.436 
0.6L    :  72.80
    159.0    6.5   48.3   11.718   0.0   0.41e-3 30.4     70.4     0.186    0.413      0.00
   8118.5    7.7   44.5    189.0 0.061     106.2 3.68    24.00     0.130    1.487 
0.7L    :  84.93
    220.4    6.5   46.8   11.718  20.1   0.02e-3 29.1     92.4     0.239    0.413      0.00
   7233.1    7.7   43.0    189.0 0.080     132.4 4.74    24.00     0.130    1.276 
0.8L    :  97.06
    283.3    6.5   45.3   11.718  20.1  -0.08e-3 28.7    156.8     0.414    0.620      0.00
   5572.0    7.6   41.5    189.0 0.109     138.0 5.12    24.00     0.130    1.248 
0.9L    : 109.20
    347.8    6.5   47.6    9.896  20.1  -0.17e-3 28.4    209.5     0.517    0.827      0.00
   3103.6    7.5   43.9    189.0 0.128     156.9 5.50    12.00     0.130    1.326 
Critical: 116.84
    390.4    6.5   48.4    6.253  20.1  -0.11e-3 28.6    257.5     0.612    1.760      0.00
   1091.1    5.1   45.9    189.0 0.139     156.2 5.24    12.00     0.130    1.766 
Transfer: 118.33
    398.9    6.5   48.4    5.731  20.1  -0.08e-3 28.7    269.7     0.640    1.760      0.00
    692.7    4.6   46.2    189.0 0.141     153.4 5.12    12.00     0.130    1.738 
Bearing : 120.67
    412.0    6.5   48.5    1.207   4.4   6.00e-3 50.0    426.1     2.116    4.693      0.00
      0.0    1.0   48.0     41.9 0.145      27.2 0.87    12.00     0.130    1.713 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 2042.68
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    4.09
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(Beam and Slab effects are INCLUDED in Vu).
Computed Interface width considered to be engaged in shear transfer, bvi = 34.00(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
    412.0      9.54     48.51    1.05       47.99    24.00      0.300      2.430      0.228      0.000*
Transfer:      2.33
    398.9      9.60     48.45    4.58       46.16    24.00      0.300      2.451      0.241      1.760 
Critical:      3.83
    390.6      9.45     48.45    5.06       45.92    24.00      0.300      2.400      0.210      1.760 
0.1L    :     11.47
    347.8      8.81     47.60    7.46       43.87    24.00      0.300      2.186      0.082      0.827 
0.2L    :     23.60
    283.3      7.59     45.32    7.65       41.50    24.00      0.300      1.779      0.000      0.620 
0.3L    :     35.73
    220.4      5.70     46.81    7.66       42.98    24.00      0.300      1.150      0.000      0.413 
0.4L    :     47.87
    159.0      3.97     48.29    7.67       44.45    24.00      0.300      0.575      0.000      0.413 
0.5L    :     60.00
     99.1      2.48     48.29    7.67       44.45    24.00      0.300      0.075      0.000      0.413 
0.6L    :     72.13
    159.0      3.97     48.29    7.67       44.45    24.00      0.300      0.575      0.000      0.413 
0.7L    :     84.27
    220.4      5.70     46.81    7.66       42.98    24.00      0.300      1.150      0.000      0.413 
0.8L    :     96.40
    283.3      7.59     45.32    7.65       41.50    24.00      0.300      1.779      0.000      0.620 
0.9L    :    108.53
    347.8      8.81     47.60    7.46       43.87    24.00      0.300      2.186      0.082      0.827 
Critical:    116.17
    390.6      9.45     48.45    5.06       45.92    24.00      0.300      2.400      0.210      1.760 
Transfer:    117.67
    398.9      9.60     48.45    4.58       46.16    24.00      0.300      2.451      0.241      1.760 
Bearing :    120.00
    412.0      9.54     48.51    1.05       47.99    24.00      0.300      2.430      0.228      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 11.47 ft
Prestress      :       2.846  1.80      5.123  2.20      6.261
Self Wt.       :      -1.112  1.85     -2.057  2.40     -2.668
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          :       1.734            3.066            3.594
 
At 0.2 x L = 23.60 ft
Prestress      :       5.107  1.80      9.192  2.20     11.235
Self Wt.       :      -2.084  1.85     -3.856  2.40     -5.002
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.023            5.337            6.233
 
At 0.3 x L = 35.73 ft
Prestress      :       6.716  1.80     12.089  2.20     14.776
Self Wt.       :      -2.825  1.85     -5.226  2.40     -6.779
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.891            6.863            7.996
 
At 0.4 x L = 47.87 ft
Prestress      :       7.631  1.80     13.736  2.20     16.789
Self Wt.       :      -3.272  1.85     -6.053  2.40     -7.853
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          :       4.359            7.683            8.936
 
At 0.5 x L = 60.00 ft
Prestress      :       7.982  1.80     14.367  2.20     17.560
Self Wt.       :      -3.436  1.85     -6.356  2.40     -8.246
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          :       4.546            8.011            9.314
 
At 0.6 x L = 72.13 ft
Prestress      :       7.631  1.80     13.736  2.20     16.789
Self Wt.       :      -3.272  1.85     -6.053  2.40     -7.853
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          :       4.359            7.683            8.936
 
At 0.7 x L = 84.27 ft
Prestress      :       6.716  1.80     12.089  2.20     14.776
Self Wt.       :      -2.825  1.85     -5.226  2.40     -6.779
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.891            6.863            7.996
 
At 0.8 x L = 96.40 ft
Prestress      :       5.107  1.80      9.192  2.20     11.235
Self Wt.       :      -2.084  1.85     -3.856  2.40     -5.002
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.023            5.337            6.233
 
At 0.9 x L = 108.53 ft
Prestress      :       2.846  1.80      5.123  2.20      6.261
Self Wt.       :      -1.112  1.85     -2.057  2.40     -2.668
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          :       1.734            3.066            3.594
 

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
   697.0    42.0  6.873  260.0    5.5   4.58   5914.5  0.025T 1.00       -       -     -     -  
H/2     :   2.22
   662.9    42.0  6.607  260.4    5.3   4.41   5703.3  0.026T 1.00       -       -     -     -  
0.1L    :  11.47
  3150.7    43.5 11.439  254.3    9.0   7.46   9636.5  0.014T 1.00    879.2   879.2   10.96    -  
0.2L    :  23.60
  5739.3    45.3 11.718  254.6    9.2   7.65  10319.0  0.014T 1.00    440.5   440.5   23.42    -  
0.3L    :  35.73
  7562.3    46.8 11.718  255.1    9.2   7.66  10704.6  0.014T 1.00    148.7   148.7   72.00    -  
0.4L    :  47.87
  8654.4    48.3 11.718  255.5    9.3   7.67  11090.4  0.014T 1.00     -1.8    -1.8 -6284.29  1.28*
0.5L    :  60.00
  8995.5    48.3 11.718  255.5    9.3   7.67  11090.4  0.014T 1.00    -66.3   -66.3 -167.19  1.23*
0.6L    :  72.13
  8654.4    48.3 11.718  255.5    9.3   7.67  11090.4  0.014T 1.00     -1.8    -1.8 -6285.16  1.28*
0.7L    :  84.27
  7562.3    46.8 11.718  255.1    9.2   7.66  10704.6  0.014T 1.00    148.7   148.7   72.00    -  
0.8L    :  96.40
  5739.3    45.3 11.718  254.6    9.2   7.65  10319.0  0.014T 1.00    440.5   440.5   23.42    -  
0.9L    : 108.53
  3150.7    43.5 11.439  254.3    9.0   7.46   9636.5  0.014T 1.00    879.2   879.2   10.96    -  
H/2     : 117.78
   662.9    42.0  6.607  260.4    5.3   4.41   5703.3  0.026T 1.00       -       -     -     -  
Transfer: 117.67
   697.0    42.0  6.873  260.0    5.5   4.58   5914.5  0.025T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 3; Groups 1-27; Units: ksi )
 
Grp Str    Ys,in       3.00ft   6.00ft   9.00ft

  1   2 E   2.00 Ft     0.114    0.312    0.500
        M   2.00 Fb     0.118   -0.043   -0.192
 
  2   2 E  42.00 Ft     0.459    0.635    0.799
        M  10.00 Fb     0.047   -0.095   -0.226
 
  3   2 E  40.00 Ft     0.781    0.934    1.076
        M   8.00 Fb    -0.005   -0.128   -0.241
 
  4   2 E  38.00 Ft     1.080    1.210    1.330
        M   6.00 Fb    -0.038   -0.143   -0.237
 
  5   2 E  36.00 Ft     1.355    1.463    1.560
        M   4.00 Fb    -0.053   -0.139   -0.215
 
  6   2 E  34.00 Ft     1.608    1.693    1.768
        M   2.00 Fb    -0.049   -0.117   -0.175
 
  7   2 E   8.00 Ft     1.583    1.669    1.744
        M   8.00 Fb     0.181    0.111    0.050
 
  8   2 E   8.00 Ft     1.558    1.644    1.721
        M   8.00 Fb     0.410    0.339    0.275
 
  9   2 E   8.00 Ft     1.533    1.620    1.697
        M   8.00 Fb     0.640    0.567    0.500
 
 10   2 E   8.00 Ft     1.508    1.595    1.674
        M   8.00 Fb     0.869    0.795    0.725
 
 11   2 E   6.00 Ft     1.459    1.547    1.627
        M   6.00 Fb     1.118    1.042    0.969
 
 12   2 E   6.00 Ft     1.411    1.500    1.580
        M   6.00 Fb     1.366    1.288    1.212
 
 13   2 E   6.00 Ft     1.411    1.452    1.533
        M   6.00 Fb     1.366    1.536    1.457
 
 14   2 E   6.00 Ft     1.363    1.404    1.487
        M   6.00 Fb     1.615    1.783    1.701
 
 15   2 E   6.00 Ft     1.315    1.357    1.440
        M   6.00 Fb     1.863    2.030    1.944
 
 16   2 E   6.00 Ft     1.266    1.309    1.393
        M   6.00 Fb     2.111    2.276    2.188
 
 17   2 E   4.00 Ft     1.195    1.238    1.324
        M   4.00 Fb     2.378    2.541    2.450
 
 18   2 E   4.00 Ft     1.195    1.238    1.254
        M   4.00 Fb     2.378    2.541    2.713
 
 19   2 E   4.00 Ft     1.124    1.167    1.184
        M   4.00 Fb     2.646    2.807    2.975
 
 20   2 E   4.00 Ft     1.124    1.167    1.114
        M   4.00 Fb     2.646    2.807    3.238
 
 21   2 E   4.00 Ft     1.052    1.097    1.044
        M   4.00 Fb     2.913    3.072    3.500
 
 22   2 E   4.00 Ft     0.981    1.026    0.975
        M   4.00 Fb     3.180    3.337    3.762
 
 23   2 E   2.00 Ft     0.886    0.932    0.882
        M   2.00 Fb     3.466    3.621    4.043
 
 24   2 E   2.00 Ft     0.792    0.838    0.789
        M   2.00 Fb     3.752    3.905    4.323
 
 25   2 E   2.00 Ft     0.697    0.744    0.696
        M   2.00 Fb     4.038    4.189    4.603
 
 26   2 E   2.00 Ft     0.602    0.650    0.603
        M   2.00 Fb     4.325    4.474    4.885
 
 27   2 E   2.00 Ft     0.508    0.556    0.510
        M   2.00 Fb     4.611    4.758    5.166
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 121.33            Release Length, ft: 121.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  54
No. of strands, Draped:  10           No. of strands, Straight:  44
Concrete Strength, f'ci:   8.0  ksi        f'c:  10.0 ksi  f'ct   4.5 ksi
Initial losses: 10.56 %               Final losses: 15.83 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.101   0.1L/0.9L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.508       Trans
      Precast Top w/ reinf. (tension)      -0.679           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 11090.35     8995.53     Midspan     OK
Note: Check minimum reinforcement criteria
(LRFD Art. 5.6.3.3) in Ultimate Moment detailed report.
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      33.33 %               OK
      Max. Debond Total                    25.00 %      11.11 %               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:   2.700  -0.000     Bearing    2.025   0.305     Midspan
    Pre.Top:   6.000  -0.000     Bearing    4.500   3.869     Midspan
    Pre.Bot:   6.000  -0.000     Bearing    4.500   3.751    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.403  -0.000     Bearing
    Pre.Top:  -0.600  -0.000     Bearing
    Pre.Bot:  -0.600  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             4.000   2.354     Midspan
    Pre.Bot:                                                             4.000   1.770    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  60.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.982  1.80     14.367  2.20     17.560
Self Wt.       :      -3.436  1.85     -6.356  2.40     -8.246
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          :       4.546            8.011            9.314
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  41.00 ft
Type      : I-Girder                            Curb-to-curb       =  37.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   8.50/  8.50 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  =   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  = 102.000 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  120.00
     DC  Line       0.080      0.00       0.080  120.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    60.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 121.330 ft
Release length = 121.330 ft
Design  length = 120.000 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)  : 0.646   (Calculated)    
Live Moment (1  lane  loaded)  : 0.443   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.128   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.918   (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           1312.2 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           448807 in4#
Ht. of c.g.           =        20.74 in             34.24 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1561.8 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 = 0.7684

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    11.47    23.60    35.73    47.87    60.00
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    701.8    736.7    735.0    742.4    742.4    742.4    742.4    742.4
  Yb      ,  in    20.61    20.16    20.18    19.97    19.87    19.77    19.67    19.67
  MI(Ixx) , in4   179797   182771   182620   185028   186712   188603   190700   190700
Composite: (At Final, using Ec =  5772.5 ksi )
  Area    , in2   1321.3   1353.3   1351.7   1358.4   1358.4   1358.4   1358.4   1358.4
  Yb      ,  in    34.08    33.54    33.57    33.39    33.34    33.29    33.24    33.24
  MI(Ixx) , in4   453446   469821   469003   476300   479674   483243   487008   487008

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.00  ksi   
  Elasticity         =     5362.7 ksi   
  Max comp           =       5.20 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.68 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =      10.00 ksi           4.50 ksi
  Elasticity         =    5772.50 ksi        4435.31 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       6.00 ksi           2.70 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.50 ksi           2.03 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       4.00 ksi           1.80 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.60 ksi          -0.40 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  54 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 48.53 ft from member end )
END PATTERN (Ycg = 10.88 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     2 @ 34.000 in     2 @ 36.000 in     2 @ 38.000 in     2 @ 40.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.96 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in

SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
 1      2     2.00 in  2.00 in   0.00 ft    0.00 ft   3.00 in      73.0  %  42.8 kips
13      2     6.00 in  6.00 in   3.00 ft    0.00 ft   9.00 in      73.0  %  42.8 kips
18      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
20      2     4.00 in  4.00 in   6.00 ft    0.00 ft   7.00 in      73.0  %  42.8 kips
26      2     2.00 in  2.00 in   0.00 ft    0.00 ft   7.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.2 ksi
Total Strand Area     =   11.72 in2      Initial Pull          =     2299.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.468 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.335 ft
Holddown Force        =  23.337 kips     Beam Shrtng (PL/AE)   =      0.849 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)       
--------------------------------------------------------------------------------------
      6553.283         740 4849.430     21.588 87433.617  1201.951     768.011        
 
 
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       2.25       0.1250      1.2500     No
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.5000      2.9167    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.9167      4.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.9167     14.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     24.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.6670     32.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      32.1667     89.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      89.1634     96.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      96.6631    106.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00     106.6634    116.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00     116.4134    118.4134    Yes
      2      US#6[M19]       60.00        0.88       5.00     118.4134    118.8301    Yes
      2      US#6[M19]       60.00        0.88       3.00     118.8301    120.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     120.0801    121.2051     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 121.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 11.7180 in2       Ycg =  4.96 in
         P_init    =     2299.3 kips  Ecc = 15.78 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.73 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.900 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.93 ksi    0.00 ksi
    due to Composite Loads                                 -2.77 ksi    0.00 ksi
    due to Live Loads                                      -6.50 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                         6.67 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.46 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.73 ksi  (10.56 %)            10.34 ksi ( 5.27 %)
Total Prestress Losses                                    31.06 ksi (15.83 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.2 ksi < 0.75 fpu, OK 
     initial fpe = 165.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0    99.0    94.2   448.5   819.8  1085.0  1244.1  1297.1
(Max)       V      43.2    41.6    41.6    35.0    26.2    17.5     8.7     0.0
DL-Prec.  : M       0.0    15.8    15.0    71.4   130.5   172.7   198.0   206.4
DC(Max)     V       6.9     6.6     6.6     5.6     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
Deck +    : M       0.0   115.6   109.9   523.5   956.9  1266.4  1452.2  1514.1
Haunch (Max)V      50.5    48.5    48.6    40.8    30.6    20.4    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     2.9     5.9     8.9    12.0    15.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    40.7    38.7   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    17.1    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    20.8    19.8    94.2   172.1   227.8   261.2   272.4
DW(Max)     V       9.1     8.7     8.7     7.3     5.5     3.7     1.8     0.0
LL + I    : M+      0.0   186.5   177.4   840.8  1525.2  1998.5  2280.6  2360.1
            V     142.9   139.0   139.2   123.8   104.3    84.7    57.4    37.8
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   142.9   139.0   139.2   123.9   105.7    88.4    72.0    56.4
            M      -0.0   184.0   175.1   814.0  1429.5  1810.3  1974.4  1939.8
Total     : M+      0.0   478.8   455.4  2165.4  3947.0  5204.9  5959.0  6197.9
            V     270.6   261.8   262.2   227.2   181.8   136.5    83.4    38.1
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   270.6   261.8   262.2   227.2   183.3   140.2    98.0    56.7
            M      -0.0   476.4   453.1  2138.5  3851.3  5016.8  5652.8  5777.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.78  117.67  120.00
Self wt.  : M    1244.1  1085.0   819.8   448.5    94.2    99.0     0.0
(Max)       V       8.7    17.5    26.2    35.0    41.6    41.6    43.2
DL-Prec.  : M     198.0   172.7   130.5    71.4    15.0    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1452.2  1266.4   956.9   523.5   109.9   115.6     0.0
Haunch (Max)V      10.2    20.4    30.6    40.8    48.6    48.5    50.5
Diaphragm : M      12.0     8.9     5.9     2.9     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     511.0   445.7   336.7   184.2    38.7    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    17.1    17.1    17.8
DL-Comp   : M     261.2   227.8   172.1    94.2    19.8    20.8     0.0
DW(Max)     V       1.8     3.7     5.5     7.3     8.7     8.7     9.1
LL + I    : M+   2280.6  1998.5  1525.2   840.8   177.4   186.5     0.0
            V      57.4    84.7   104.3   123.8   139.2   139.0   142.9
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    72.0    88.4   105.7   123.9   139.2   139.0   142.9
            M    1974.4  1810.3  1429.5   814.0   175.1   184.0    -0.0
Total     : M+   5959.0  5204.9  3947.0  2165.4   455.4   478.8     0.0
            V      83.4   136.5   181.8   227.2   262.2   261.8   270.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    98.0   140.2   183.3   227.2   262.2   261.8   270.6
            M    5652.8  5016.8  3851.3  2138.5   453.1   476.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.2             43.2
Deck+Haunch            50.5             50.5
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           88.8             88.8
DL-Comp.(DW)           45.4             45.4
Live                  104.8            104.8
        Truck          66.4             66.4
        Lane           38.4             38.4
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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0    99.0    94.2   448.5   819.8  1085.0  1244.1  1297.1
(Max)       V      43.2    41.6    41.6    35.0    26.2    17.5     8.7     0.0
DL-Prec.  : M       0.0    15.8    15.0    71.4   130.5   172.7   198.0   206.4
DC(Max)     V       6.9     6.6     6.6     5.6     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
Deck +    : M       0.0   115.6   109.9   523.5   956.9  1266.4  1452.2  1514.1
Haunch (Max)V      50.5    48.5    48.6    40.8    30.6    20.4    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     2.9     5.9     8.9    12.0    15.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    40.7    38.7   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    17.1    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    20.8    19.8    94.2   172.1   227.8   261.2   272.4
DW(Max)     V       9.1     8.7     8.7     7.3     5.5     3.7     1.8     0.0
LL + I    : M+      0.0   149.2   141.9   672.7  1220.1  1598.8  1824.5  1888.1
            V     114.3   111.2   111.4    99.1    83.4    67.8    45.9    30.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.3   111.2   111.4    99.1    84.6    70.7    57.6    45.1
            M      -0.0   147.2   140.1   651.2  1143.6  1448.2  1579.5  1551.8
Total     : M+      0.0   441.5   420.0  1997.2  3642.0  4805.2  5502.9  5725.9
            V     242.0   233.9   234.3   202.4   161.0   119.6    71.9    30.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   242.0   234.0   234.4   202.4   162.1   122.5    83.6    45.4
            M      -0.0   439.6   418.1  1975.7  3565.4  4654.7  5257.9  5389.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.78  117.67  120.00
Self wt.  : M    1244.1  1085.0   819.8   448.5    94.2    99.0     0.0
(Max)       V       8.7    17.5    26.2    35.0    41.6    41.6    43.2
DL-Prec.  : M     198.0   172.7   130.5    71.4    15.0    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1452.2  1266.4   956.9   523.5   109.9   115.6     0.0
Haunch (Max)V      10.2    20.4    30.6    40.8    48.6    48.5    50.5
Diaphragm : M      12.0     8.9     5.9     2.9     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     511.0   445.7   336.7   184.2    38.7    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    17.1    17.1    17.8
DL-Comp   : M     261.2   227.8   172.1    94.2    19.8    20.8     0.0
DW(Max)     V       1.8     3.7     5.5     7.3     8.7     8.7     9.1
LL + I    : M+   1824.5  1598.8  1220.1   672.7   141.9   149.2     0.0
            V      45.9    67.8    83.4    99.1   111.4   111.2   114.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    57.6    70.7    84.6    99.1   111.4   111.2   114.3
            M    1579.5  1448.2  1143.6   651.2   140.1   147.2    -0.0
Total     : M+   5502.9  4805.2  3642.0  1997.2   420.0   441.5     0.0
            V      71.9   119.6   161.0   202.4   234.3   233.9   242.0
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    83.6   122.5   162.1   202.4   234.4   234.0   242.0
            M    5257.9  4654.7  3565.4  1975.7   418.1   439.6    -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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   123.7   117.7   560.6  1024.7  1356.2  1555.1  1621.4
(Max)       V      54.0    51.9    52.0    43.7    32.8    21.9    10.9     0.0
Self wt.  : M       0.0    89.1    84.7   403.6   737.8   976.5  1119.7  1167.4
(Min)       V      38.9    37.4    37.5    31.5    23.6    15.7     7.9     0.0
DL-Prec.  : M       0.0    19.7    18.7    89.2   163.1   215.8   247.5   258.0
DC(Max)     V       8.6     8.3     8.3     7.0     5.2     3.5     1.7     0.0
DL-Prec.  : M       0.0    14.2    13.5    64.2   117.4   155.4   178.2   185.8
DC(Min)     V       6.2     6.0     6.0     5.0     3.8     2.5     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   144.4   137.4   654.3  1196.1  1583.0  1815.2  1892.6
Haunch (Max)V      63.1    60.6    60.8    51.0    38.3    25.5    12.8     0.0
Deck +    : M       0.0   104.0    98.9   471.1   861.2  1139.8  1306.9  1362.7
Haunch (Min)V      45.4    43.7    43.7    36.7    27.6    18.4     9.2     0.0
Diaphragm : M       0.0     0.7     0.7     3.6     7.4    11.2    15.0    18.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     2.6     5.3     8.0    10.8    13.5
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    50.8    48.3   230.3   420.9   557.1   638.8   666.0
DC(Max)     V      22.2    21.3    21.4    18.0    13.5     9.0     4.5     0.0
DL-Comp   : M       0.0    36.6    34.8   165.8   303.0   401.1   459.9   479.5
DC(Min)     V      16.0    15.4    15.4    12.9     9.7     6.5     3.2     0.0
DL-Comp   : M       0.0    31.2    29.7   141.3   258.2   341.7   391.9   408.6
DW(Max)     V      13.6    13.1    13.1    11.0     8.3     5.5     2.8     0.0
DL-Comp   : M       0.0    13.5    12.9    61.2   111.9   148.1   169.8   177.0
DW(Min)     V       5.9     5.7     5.7     4.8     3.6     2.4     1.2     0.0
LL + I    : M+      0.0   326.4   310.4  1471.5  2669.0  3497.3  3991.0  4130.2
            V     250.1   243.3   243.6   216.7   182.5   148.3   100.4    66.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   250.1   243.3   243.7   216.8   185.0   154.7   126.0    98.8
            M      -0.0   322.0   306.4  1424.4  2501.7  3168.0  3455.1  3394.6
Total     : M+      0.0   697.0   662.9  3150.7  5739.3  7562.3  8654.4  8995.5
            V     412.0   398.9   399.5   347.7   280.8   213.9   133.4    66.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   412.0   398.9   399.6   347.8   283.3   220.4   159.0    99.1
            M      -0.0   692.7   658.9  3103.6  5572.0  7233.1  8118.5  8260.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.78  117.67  120.00
Self wt.  : M    1555.1  1356.2  1024.7   560.6   117.7   123.7     0.0
(Max)       V      10.9    21.9    32.8    43.7    52.0    51.9    54.0
Self wt.  : M    1119.7   976.5   737.8   403.6    84.7    89.1     0.0
(Min)       V       7.9    15.7    23.6    31.5    37.5    37.4    38.9
DL-Prec.  : M     247.5   215.8   163.1    89.2    18.7    19.7     0.0
DC(Max)     V       1.7     3.5     5.2     7.0     8.3     8.3     8.6
DL-Prec.  : M     178.2   155.4   117.4    64.2    13.5    14.2     0.0
DC(Min)     V       1.3     2.5     3.8     5.0     6.0     6.0     6.2
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    1815.2  1583.0  1196.1   654.3   137.4   144.4     0.0
Haunch (Max)V      12.8    25.5    38.3    51.0    60.8    60.6    63.1
Deck +    : M    1306.9  1139.8   861.2   471.1    98.9   104.0     0.0
Haunch (Min)V       9.2    18.4    27.6    36.7    43.7    43.7    45.4
Diaphragm : M      15.0    11.2     7.4     3.6     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      10.8     8.0     5.3     2.6     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     638.8   557.1   420.9   230.3    48.3    50.8     0.0
DC(Max)     V       4.5     9.0    13.5    18.0    21.4    21.3    22.2
DL-Comp   : M     459.9   401.1   303.0   165.8    34.8    36.6     0.0
DC(Min)     V       3.2     6.5     9.7    12.9    15.4    15.4    16.0
DL-Comp   : M     391.9   341.7   258.2   141.3    29.7    31.2     0.0
DW(Max)     V       2.8     5.5     8.3    11.0    13.1    13.1    13.6
DL-Comp   : M     169.8   148.1   111.9    61.2    12.9    13.5     0.0
DW(Min)     V       1.2     2.4     3.6     4.8     5.7     5.7     5.9
LL + I    : M+   3991.0  3497.3  2669.0  1471.4   310.4   326.4     0.0
            V     100.4   148.3   182.5   216.7   243.6   243.3   250.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   126.0   154.7   185.0   216.8   243.7   243.3   250.1
            M    3455.1  3168.0  2501.7  1424.4   306.4   322.0    -0.0
Total     : M+   8654.4  7562.3  5739.3  3150.7   662.9   697.0     0.0
            V     133.4   213.9   280.8   347.7   399.5   398.9   412.0
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   159.0   220.4   283.3   347.8   399.6   398.9   412.0
            M    8118.5  7233.1  5572.0  3103.6   658.9   692.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               54.0             54.0
Deck+Haunch            63.1             63.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.6              8.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          111.0            111.0
DL-Comp.(DW)           68.1             68.1
Live                  183.4            183.4
        Truck         116.2            116.2
        Lane           67.2             67.2
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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0    99.0    94.2   448.5   819.8  1085.0  1244.1  1297.1
(Max)       V      43.2    41.6    41.6    35.0    26.2    17.5     8.7     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    15.8    15.0    71.4   130.5   172.7   198.0   206.4
DC(Max)     V       6.9     6.6     6.6     5.6     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
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   115.6   109.9   523.5   956.9  1266.4  1452.2  1514.1
Haunch (Max)V      50.5    48.5    48.6    40.8    30.6    20.4    10.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.9     5.9     8.9    12.0    15.0
(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    40.7    38.7   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    17.1    14.4    10.8     7.2     3.6     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    20.8    19.8    94.2   172.1   227.8   261.2   272.4
DW(Max)     V       9.1     8.7     8.7     7.3     5.5     3.7     1.8     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   123.4   117.4   550.7   981.8  1282.5  1443.0  1447.7
            V     112.8   110.1   110.3    99.5    86.2    65.3    52.0    38.7
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   112.8   110.1   110.3    99.5    86.2    72.9    59.6    46.3
            M       0.0   123.4   117.4   550.7   981.8  1257.2  1376.9  1340.8
Total     : M+      0.0   415.7   395.5  1875.2  3403.7  4488.9  5121.4  5285.6
            V     240.5   232.8   233.2   202.9   163.8   117.1    78.0    38.9
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   240.5   232.8   233.2   202.9   163.8   124.7    85.6    46.6
            M       0.0   415.7   395.5  1875.2  3403.7  4463.7  5055.3  5178.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.78  117.67  120.00
Self wt.  : M    1244.1  1085.0   819.8   448.5    94.2    99.0     0.0
(Max)       V       8.7    17.5    26.2    35.0    41.6    41.6    43.2
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     198.0   172.7   130.5    71.4    15.0    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
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    1452.2  1266.4   956.9   523.5   109.9   115.6     0.0
Haunch (Max)V      10.2    20.4    30.6    40.8    48.6    48.5    50.5
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      12.0     8.9     5.9     2.9     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     511.0   445.7   336.7   184.2    38.7    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    17.1    17.1    17.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     261.2   227.8   172.1    94.2    19.8    20.8     0.0
DW(Max)     V       1.8     3.7     5.5     7.3     8.7     8.7     9.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1443.0  1282.5   981.8   550.7   117.4   123.4     0.0
            V      52.0    65.3    86.2    99.5   110.3   110.1   112.8
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    59.6    72.9    86.2    99.5   110.3   110.1   112.8
            M    1376.9  1257.2   981.8   550.7   117.4   123.4     0.0
Total     : M+   5121.4  4488.9  3403.7  1875.2   395.5   415.7     0.0
            V      78.0   117.1   163.8   202.9   233.2   232.8   240.5
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    85.6   124.7   163.8   202.9   233.2   232.8   240.5
            M    5055.3  4463.7  3403.7  1875.2   395.5   415.7     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   12.13   24.27   36.40   48.53   60.67
 
Beam-Self
Precast-top    0.209   0.775   1.371   1.788   2.029   2.114 
Bottom        -0.169  -0.618  -1.084  -1.401  -1.575  -1.641 
 
Prestress
Precast-top    0.299  -0.190  -0.600  -1.002  -1.394  -1.394 
Bottom         4.780   5.719   6.020   6.308   6.584   6.584 
 
Total
Precast-top    0.508   0.585   0.771   0.787   0.635   0.720 
Bottom         4.611   5.101   4.936   4.907   5.008   4.943 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.03 %)
             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   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.024   0.023   0.107   0.195   0.256   0.293   0.305 
Precast-top    0.077   0.651   0.626   1.617   2.723   3.401   3.658   3.869 
Bottom         0.958   3.751   3.619   3.328   2.308   1.681   1.431   1.248 
 

 
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   12.13   24.27   36.40   48.53   60.67
 
Beam-Self
Precast-top    0.209   0.775   1.371   1.788   2.029   2.114 
Bottom        -0.169  -0.618  -1.084  -1.401  -1.575  -1.641 
 
Prestress
Precast-top    0.299  -0.190  -0.600  -1.002  -1.394  -1.394 
Bottom         4.780   5.719   6.020   6.308   6.584   6.584 
 
Total
Precast-top    0.508   0.585   0.771   0.787   0.635   0.720 
Bottom         4.611   5.101   4.936   4.907   5.008   4.943 
 
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 = 14.03 %)
             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   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22   11.47   23.60   35.73   47.87   60.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.060   0.057   0.265   0.473   0.617   0.693   0.701 
Precast-top    0.039   0.362   0.348   0.969   1.648   2.073   2.247   2.354 
Bottom         0.479   1.770   1.709   1.201   0.335  -0.220  -0.466  -0.562 
 

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
    412.0    6.5   48.5    1.207   4.4   6.00e-3 50.0    426.1     2.116    4.693      0.00
      0.0    1.0   48.0     41.9 0.145      27.2 0.87    12.00     0.130    1.713 
Transfer:   3.00
    398.9    6.5   48.4    5.731  20.1  -0.08e-3 28.7    269.7     0.640    1.760      0.00
    692.7    4.6   46.2    189.0 0.141     153.4 5.12    12.00     0.130    1.738 
Critical:   4.49
    390.4    6.5   48.4    6.255  20.1  -0.11e-3 28.6    257.4     0.612    1.760      0.00
   1092.5    5.1   45.9    189.0 0.139     156.3 5.24    12.00     0.130    1.767 
0.1L    :  12.13
    347.8    6.5   47.6    9.896  20.1  -0.17e-3 28.4    209.5     0.517    0.827      0.00
   3103.6    7.5   43.9    189.0 0.128     156.9 5.50    12.00     0.130    1.326 
0.2L    :  24.27
    283.3    6.5   45.3   11.718  20.1  -0.08e-3 28.7    156.8     0.414    0.620      0.00
   5572.0    7.6   41.5    189.0 0.109     138.0 5.12    24.00     0.130    1.248 
0.3L    :  36.40
    220.4    6.5   46.8   11.718  20.1   0.02e-3 29.1     92.4     0.239    0.413      0.00
   7233.1    7.7   43.0    189.0 0.080     132.4 4.74    24.00     0.130    1.276 
0.4L    :  48.53
    159.0    6.5   48.3   11.718   0.0   0.41e-3 30.4     70.4     0.186    0.413      0.00
   8118.5    7.7   44.5    189.0 0.061     106.2 3.68    24.00     0.130    1.487 
0.5L    :  60.67
     99.1    6.5   48.3   11.718   0.0   0.34e-3 30.2      0.0     0.130    0.413      0.00
   8260.0    7.7   44.5    189.0 0.038     110.3 3.82    24.00     0.130    2.436 
0.6L    :  72.80
    159.0    6.5   48.3   11.718   0.0   0.41e-3 30.4     70.4     0.186    0.413      0.00
   8118.5    7.7   44.5    189.0 0.061     106.2 3.68    24.00     0.130    1.487 
0.7L    :  84.93
    220.4    6.5   46.8   11.718  20.1   0.02e-3 29.1     92.4     0.239    0.413      0.00
   7233.1    7.7   43.0    189.0 0.080     132.4 4.74    24.00     0.130    1.276 
0.8L    :  97.06
    283.3    6.5   45.3   11.718  20.1  -0.08e-3 28.7    156.8     0.414    0.620      0.00
   5572.0    7.6   41.5    189.0 0.109     138.0 5.12    24.00     0.130    1.248 
0.9L    : 109.20
    347.8    6.5   47.6    9.896  20.1  -0.17e-3 28.4    209.5     0.517    0.827      0.00
   3103.6    7.5   43.9    189.0 0.128     156.9 5.50    12.00     0.130    1.326 
Critical: 116.84
    390.4    6.5   48.4    6.253  20.1  -0.11e-3 28.6    257.5     0.612    1.760      0.00
   1091.1    5.1   45.9    189.0 0.139     156.2 5.24    12.00     0.130    1.766 
Transfer: 118.33
    398.9    6.5   48.4    5.731  20.1  -0.08e-3 28.7    269.7     0.640    1.760      0.00
    692.7    4.6   46.2    189.0 0.141     153.4 5.12    12.00     0.130    1.738 
Bearing : 120.67
    412.0    6.5   48.5    1.207   4.4   6.00e-3 50.0    426.1     2.116    4.693      0.00
      0.0    1.0   48.0     41.9 0.145      27.2 0.87    12.00     0.130    1.713 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 2042.68
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    4.09
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(Beam and Slab effects are INCLUDED in Vu).
Computed Interface width considered to be engaged in shear transfer, bvi = 34.00(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
    412.0      9.54     48.51    1.05       47.99    24.00      0.300      2.430      0.228      0.000*
Transfer:      2.33
    398.9      9.60     48.45    4.58       46.16    24.00      0.300      2.451      0.241      1.760 
Critical:      3.83
    390.6      9.45     48.45    5.06       45.92    24.00      0.300      2.400      0.210      1.760 
0.1L    :     11.47
    347.8      8.81     47.60    7.46       43.87    24.00      0.300      2.186      0.082      0.827 
0.2L    :     23.60
    283.3      7.59     45.32    7.65       41.50    24.00      0.300      1.779      0.000      0.620 
0.3L    :     35.73
    220.4      5.70     46.81    7.66       42.98    24.00      0.300      1.150      0.000      0.413 
0.4L    :     47.87
    159.0      3.97     48.29    7.67       44.45    24.00      0.300      0.575      0.000      0.413 
0.5L    :     60.00
     99.1      2.48     48.29    7.67       44.45    24.00      0.300      0.075      0.000      0.413 
0.6L    :     72.13
    159.0      3.97     48.29    7.67       44.45    24.00      0.300      0.575      0.000      0.413 
0.7L    :     84.27
    220.4      5.70     46.81    7.66       42.98    24.00      0.300      1.150      0.000      0.413 
0.8L    :     96.40
    283.3      7.59     45.32    7.65       41.50    24.00      0.300      1.779      0.000      0.620 
0.9L    :    108.53
    347.8      8.81     47.60    7.46       43.87    24.00      0.300      2.186      0.082      0.827 
Critical:    116.17
    390.6      9.45     48.45    5.06       45.92    24.00      0.300      2.400      0.210      1.760 
Transfer:    117.67
    398.9      9.60     48.45    4.58       46.16    24.00      0.300      2.451      0.241      1.760 
Bearing :    120.00
    412.0      9.54     48.51    1.05       47.99    24.00      0.300      2.430      0.228      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 11.47 ft
Prestress      :       2.846  1.80      5.123  2.20      6.261
Self Wt.       :      -1.112  1.85     -2.057  2.40     -2.668
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          :       1.734            3.066            3.594
 
At 0.2 x L = 23.60 ft
Prestress      :       5.107  1.80      9.192  2.20     11.235
Self Wt.       :      -2.084  1.85     -3.856  2.40     -5.002
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.023            5.337            6.233
 
At 0.3 x L = 35.73 ft
Prestress      :       6.716  1.80     12.089  2.20     14.776
Self Wt.       :      -2.825  1.85     -5.226  2.40     -6.779
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.891            6.863            7.996
 
At 0.4 x L = 47.87 ft
Prestress      :       7.631  1.80     13.736  2.20     16.789
Self Wt.       :      -3.272  1.85     -6.053  2.40     -7.853
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          :       4.359            7.683            8.936
 
At 0.5 x L = 60.00 ft
Prestress      :       7.982  1.80     14.367  2.20     17.560
Self Wt.       :      -3.436  1.85     -6.356  2.40     -8.246
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          :       4.546            8.011            9.314
 
At 0.6 x L = 72.13 ft
Prestress      :       7.631  1.80     13.736  2.20     16.789
Self Wt.       :      -3.272  1.85     -6.053  2.40     -7.853
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          :       4.359            7.683            8.936
 
At 0.7 x L = 84.27 ft
Prestress      :       6.716  1.80     12.089  2.20     14.776
Self Wt.       :      -2.825  1.85     -5.226  2.40     -6.779
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.891            6.863            7.996
 
At 0.8 x L = 96.40 ft
Prestress      :       5.107  1.80      9.192  2.20     11.235
Self Wt.       :      -2.084  1.85     -3.856  2.40     -5.002
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.023            5.337            6.233
 
At 0.9 x L = 108.53 ft
Prestress      :       2.846  1.80      5.123  2.20      6.261
Self Wt.       :      -1.112  1.85     -2.057  2.40     -2.668
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          :       1.734            3.066            3.594
 

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
   697.0    42.0  6.873  260.0    5.5   4.58   5914.5  0.025T 1.00       -       -     -     -  
H/2     :   2.22
   662.9    42.0  6.607  260.4    5.3   4.41   5703.3  0.026T 1.00       -       -     -     -  
0.1L    :  11.47
  3150.7    43.5 11.439  254.3    9.0   7.46   9636.5  0.014T 1.00    879.2   879.2   10.96    -  
0.2L    :  23.60
  5739.3    45.3 11.718  254.6    9.2   7.65  10319.0  0.014T 1.00    440.5   440.5   23.42    -  
0.3L    :  35.73
  7562.3    46.8 11.718  255.1    9.2   7.66  10704.6  0.014T 1.00    148.7   148.7   72.00    -  
0.4L    :  47.87
  8654.4    48.3 11.718  255.5    9.3   7.67  11090.4  0.014T 1.00     -1.8    -1.8 -6284.29  1.28*
0.5L    :  60.00
  8995.5    48.3 11.718  255.5    9.3   7.67  11090.4  0.014T 1.00    -66.3   -66.3 -167.19  1.23*
0.6L    :  72.13
  8654.4    48.3 11.718  255.5    9.3   7.67  11090.4  0.014T 1.00     -1.8    -1.8 -6285.16  1.28*
0.7L    :  84.27
  7562.3    46.8 11.718  255.1    9.2   7.66  10704.6  0.014T 1.00    148.7   148.7   72.00    -  
0.8L    :  96.40
  5739.3    45.3 11.718  254.6    9.2   7.65  10319.0  0.014T 1.00    440.5   440.5   23.42    -  
0.9L    : 108.53
  3150.7    43.5 11.439  254.3    9.0   7.46   9636.5  0.014T 1.00    879.2   879.2   10.96    -  
H/2     : 117.78
   662.9    42.0  6.607  260.4    5.3   4.41   5703.3  0.026T 1.00       -       -     -     -  
Transfer: 117.67
   697.0    42.0  6.873  260.0    5.5   4.58   5914.5  0.025T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 4; Groups 1-27; Units: ksi )
 
Grp Str    Ys,in       3.00ft   6.00ft   9.00ft

  1   2 E   2.00 Ft     0.114    0.312    0.500
        M   2.00 Fb     0.118   -0.043   -0.192
 
  2   2 E  42.00 Ft     0.459    0.635    0.799
        M  10.00 Fb     0.047   -0.095   -0.226
 
  3   2 E  40.00 Ft     0.781    0.934    1.076
        M   8.00 Fb    -0.005   -0.128   -0.241
 
  4   2 E  38.00 Ft     1.080    1.210    1.330
        M   6.00 Fb    -0.038   -0.143   -0.237
 
  5   2 E  36.00 Ft     1.355    1.463    1.560
        M   4.00 Fb    -0.053   -0.139   -0.215
 
  6   2 E  34.00 Ft     1.608    1.693    1.768
        M   2.00 Fb    -0.049   -0.117   -0.175
 
  7   2 E   8.00 Ft     1.583    1.669    1.744
        M   8.00 Fb     0.181    0.111    0.050
 
  8   2 E   8.00 Ft     1.558    1.644    1.721
        M   8.00 Fb     0.410    0.339    0.275
 
  9   2 E   8.00 Ft     1.533    1.620    1.697
        M   8.00 Fb     0.640    0.567    0.500
 
 10   2 E   8.00 Ft     1.508    1.595    1.674
        M   8.00 Fb     0.869    0.795    0.725
 
 11   2 E   6.00 Ft     1.459    1.547    1.627
        M   6.00 Fb     1.118    1.042    0.969
 
 12   2 E   6.00 Ft     1.411    1.500    1.580
        M   6.00 Fb     1.366    1.288    1.212
 
 13   2 E   6.00 Ft     1.411    1.452    1.533
        M   6.00 Fb     1.366    1.536    1.457
 
 14   2 E   6.00 Ft     1.363    1.404    1.487
        M   6.00 Fb     1.615    1.783    1.701
 
 15   2 E   6.00 Ft     1.315    1.357    1.440
        M   6.00 Fb     1.863    2.030    1.944
 
 16   2 E   6.00 Ft     1.266    1.309    1.393
        M   6.00 Fb     2.111    2.276    2.188
 
 17   2 E   4.00 Ft     1.195    1.238    1.324
        M   4.00 Fb     2.378    2.541    2.450
 
 18   2 E   4.00 Ft     1.195    1.238    1.254
        M   4.00 Fb     2.378    2.541    2.713
 
 19   2 E   4.00 Ft     1.124    1.167    1.184
        M   4.00 Fb     2.646    2.807    2.975
 
 20   2 E   4.00 Ft     1.124    1.167    1.114
        M   4.00 Fb     2.646    2.807    3.238
 
 21   2 E   4.00 Ft     1.052    1.097    1.044
        M   4.00 Fb     2.913    3.072    3.500
 
 22   2 E   4.00 Ft     0.981    1.026    0.975
        M   4.00 Fb     3.180    3.337    3.762
 
 23   2 E   2.00 Ft     0.886    0.932    0.882
        M   2.00 Fb     3.466    3.621    4.043
 
 24   2 E   2.00 Ft     0.792    0.838    0.789
        M   2.00 Fb     3.752    3.905    4.323
 
 25   2 E   2.00 Ft     0.697    0.744    0.696
        M   2.00 Fb     4.038    4.189    4.603
 
 26   2 E   2.00 Ft     0.602    0.650    0.603
        M   2.00 Fb     4.325    4.474    4.885
 
 27   2 E   2.00 Ft     0.508    0.556    0.510
        M   2.00 Fb     4.611    4.758    5.166
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 121.33            Release Length, ft: 121.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  54
No. of strands, Draped:  10           No. of strands, Straight:  44
Concrete Strength, f'ci:   8.0  ksi        f'c:  10.0 ksi  f'ct   4.5 ksi
Initial losses: 10.56 %               Final losses: 15.83 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.101   0.1L/0.9L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.508       Trans
      Precast Top w/ reinf. (tension)      -0.679           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 11090.35     8995.53     Midspan     OK
Note: Check minimum reinforcement criteria
(LRFD Art. 5.6.3.3) in Ultimate Moment detailed report.
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      33.33 %               OK
      Max. Debond Total                    25.00 %      11.11 %               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:   2.700  -0.000     Bearing    2.025   0.305     Midspan
    Pre.Top:   6.000  -0.000     Bearing    4.500   3.869     Midspan
    Pre.Bot:   6.000  -0.000     Bearing    4.500   3.751    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.403  -0.000     Bearing
    Pre.Top:  -0.600  -0.000     Bearing
    Pre.Bot:  -0.600  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             4.000   2.354     Midspan
    Pre.Bot:                                                             4.000   1.770    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  60.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.982  1.80     14.367  2.20     17.560
Self Wt.       :      -3.436  1.85     -6.356  2.40     -8.246
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          :       4.546            8.011            9.314
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  41.00 ft
Type      : I-Girder                            Curb-to-curb       =  37.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   8.50/  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  =  93.000 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  120.00
     DC  Line       0.073      0.00       0.073  120.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    60.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 121.330 ft
Release length = 121.330 ft
Design  length = 120.000 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)  : 0.632   (Calculated)    
Live Moment (1  lane  loaded)  : 0.765   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.896   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.002   (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           1258.7 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           435736 in4#
Ht. of c.g.           =        20.74 in             33.59 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1489.1 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 = 0.7684

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    11.47    23.60    35.73    47.87    60.00
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    701.8    736.7    735.0    742.4    742.4    742.4    742.4    742.4
  Yb      ,  in    20.61    20.16    20.18    19.97    19.87    19.77    19.67    19.67
  MI(Ixx) , in4   179797   182771   182620   185028   186712   188603   190700   190700
Composite: (At Final, using Ec =  5772.5 ksi )
  Area    , in2   1267.7   1299.7   1298.1   1304.8   1304.8   1304.8   1304.8   1304.8
  Yb      ,  in    33.44    32.89    32.92    32.74    32.69    32.63    32.58    32.58
  MI(Ixx) , in4   440113   455563   454791   461783   465067   468546   472220   472220

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.00  ksi   
  Elasticity         =     5362.7 ksi   
  Max comp           =       5.20 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.68 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =      10.00 ksi           4.50 ksi
  Elasticity         =    5772.50 ksi        4435.31 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       6.00 ksi           2.70 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.50 ksi           2.03 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       4.00 ksi           1.80 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.60 ksi          -0.40 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  54 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 48.53 ft from member end )
END PATTERN (Ycg = 10.88 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     2 @ 34.000 in     2 @ 36.000 in     2 @ 38.000 in     2 @ 40.000 in
     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.96 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in

SHIELDING AND REDUCED INITIAL PULLS:
Group Strands      Heights          Shielding         Distance          Initial Pull
                 End      Mid      End      Mid       to center      Frac     Pull/Str
 1      2     2.00 in  2.00 in   0.00 ft    0.00 ft   3.00 in      73.0  %  42.8 kips
13      2     6.00 in  6.00 in   3.00 ft    0.00 ft   9.00 in      73.0  %  42.8 kips
18      2     4.00 in  4.00 in   6.00 ft    0.00 ft  11.00 in      73.0  %  42.8 kips
20      2     4.00 in  4.00 in   6.00 ft    0.00 ft   7.00 in      73.0  %  42.8 kips
26      2     2.00 in  2.00 in   0.00 ft    0.00 ft   7.00 in      73.0  %  42.8 kips
---------------------------------------------------------------------------------------
Check for Art. 5.11.4.3 (debond termination distances): OK
---------------------------------------------------------------------------------------
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.2 ksi
Total Strand Area     =   11.72 in2      Initial Pull          =     2299.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.224 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.030 ft
Holddown Force        =  23.337 kips     Beam Shrtng (PL/AE)   =      0.849 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)       
--------------------------------------------------------------------------------------
      6553.283         740 4849.430     21.588 87433.617  1201.951     768.011        
 
 
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       2.25       0.1250      1.2500     No
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.5000      2.9167    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.9167      4.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       4.9167     14.6667    Yes
      2      US#5[M16]       60.00        0.62      12.00      14.6670     24.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      24.6670     32.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      32.1667     89.1634    Yes
      2      US#5[M16]       60.00        0.62      15.00      89.1634     96.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      96.6631    106.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00     106.6634    116.4134    Yes
      2      US#6[M19]       60.00        0.88       6.00     116.4134    118.4134    Yes
      2      US#6[M19]       60.00        0.88       5.00     118.4134    118.8301    Yes
      2      US#6[M19]       60.00        0.88       3.00     118.8301    120.0801    Yes
      2      US#6[M19]       60.00        0.88       2.25     120.0801    121.2051     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 121.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 11.7180 in2       Ycg =  4.96 in
         P_init    =     2299.3 kips  Ecc = 15.78 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.73 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.900 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.24 ksi    0.00 ksi
    due to Composite Loads                                 -2.79 ksi    0.00 ksi
    due to Live Loads                                      -7.74 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                         6.67 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.46 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.73 ksi  (10.56 %)             9.76 ksi ( 4.97 %)
Total Prestress Losses                                    30.49 ksi (15.54 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.2 ksi < 0.75 fpu, OK 
     initial fpe = 165.7 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0    99.0    94.2   448.5   819.8  1085.0  1244.1  1297.1
(Max)       V      43.2    41.6    41.6    35.0    26.2    17.5     8.7     0.0
DL-Prec.  : M       0.0    14.8    14.1    67.0   122.5   162.1   185.9   193.8
DC(Max)     V       6.5     6.2     6.2     5.2     3.9     2.6     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   105.6   100.4   478.2   874.2  1157.0  1326.7  1383.3
Haunch (Max)V      46.1    44.3    44.4    37.3    28.0    18.6     9.3     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     3.0     4.5     6.0     7.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    40.7    38.7   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    17.1    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    20.8    19.8    94.2   172.1   227.8   261.2   272.4
DW(Max)     V       9.1     8.7     8.7     7.3     5.5     3.7     1.8     0.0
LL + I    : M+      0.0   220.7   209.9   995.1  1805.0  2365.2  2699.1  2793.2
            V     126.9   123.5   123.7   110.0    92.6    75.2    50.9    33.6
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   126.9   123.5   123.7   110.0    93.9    78.5    63.9    50.1
            M      -0.0   217.8   207.2   963.3  1691.8  2142.5  2336.7  2295.7
Total     : M+      0.0   501.8   477.3  2268.6  4133.3  5447.2  6234.0  6480.0
            V     249.7   241.5   241.9   209.3   167.1   125.0    75.9    33.7
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   249.7   241.5   241.9   209.4   168.4   128.3    88.9    50.2
            M      -0.0   498.9   474.6  2236.8  4020.1  5224.5  5871.6  5982.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.78  117.67  120.00
Self wt.  : M    1244.1  1085.0   819.8   448.5    94.2    99.0     0.0
(Max)       V       8.7    17.5    26.2    35.0    41.6    41.6    43.2
DL-Prec.  : M     185.9   162.1   122.5    67.0    14.1    14.8     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.2     6.2     6.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1326.7  1157.0   874.2   478.2   100.4   105.6     0.0
Haunch (Max)V       9.3    18.6    28.0    37.3    44.4    44.3    46.1
Diaphragm : M       6.0     4.5     3.0     1.4     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     511.0   445.7   336.7   184.2    38.7    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    17.1    17.1    17.8
DL-Comp   : M     261.2   227.8   172.1    94.2    19.8    20.8     0.0
DW(Max)     V       1.8     3.7     5.5     7.3     8.7     8.7     9.1
LL + I    : M+   2699.1  2365.2  1805.0   995.1   209.9   220.7     0.0
            V      50.9    75.2    92.6   110.0   123.7   123.5   126.9
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    63.9    78.5    93.9   110.0   123.7   123.5   126.9
            M    2336.7  2142.5  1691.8   963.3   207.2   217.8    -0.0
Total     : M+   6234.0  5447.2  4133.3  2268.6   477.3   501.8     0.0
            V      75.9   125.0   167.1   209.3   241.9   241.5   249.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    88.9   128.3   168.4   209.4   241.9   241.5   249.7
            M    5871.6  5224.5  4020.1  2236.8   474.6   498.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.2             43.2
Deck+Haunch            46.1             46.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.5              6.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           88.8             88.8
DL-Comp.(DW)           45.4             45.4
Live                  104.8            104.8
        Truck          66.4             66.4
        Lane           38.4             38.4
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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0    99.0    94.2   448.5   819.8  1085.0  1244.1  1297.1
(Max)       V      43.2    41.6    41.6    35.0    26.2    17.5     8.7     0.0
DL-Prec.  : M       0.0    14.8    14.1    67.0   122.5   162.1   185.9   193.8
DC(Max)     V       6.5     6.2     6.2     5.2     3.9     2.6     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   105.6   100.4   478.2   874.2  1157.0  1326.7  1383.3
Haunch (Max)V      46.1    44.3    44.4    37.3    28.0    18.6     9.3     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     3.0     4.5     6.0     7.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    40.7    38.7   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    17.1    14.4    10.8     7.2     3.6     0.0
DL-Comp   : M       0.0    20.8    19.8    94.2   172.1   227.8   261.2   272.4
DW(Max)     V       9.1     8.7     8.7     7.3     5.5     3.7     1.8     0.0
LL + I    : M+      0.0   176.6   168.0   796.1  1444.0  1892.1  2159.3  2234.5
            V     101.5    98.8    98.9    88.0    74.1    60.2    40.8    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   101.5    98.8    98.9    88.0    75.1    62.8    51.2    40.1
            M      -0.0   174.2   165.8   770.7  1353.5  1714.0  1869.3  1836.6
Total     : M+      0.0   457.7   435.3  2069.6  3772.2  4974.2  5694.1  5921.4
            V     224.3   216.8   217.2   187.3   148.6   109.9    65.7    27.0
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   224.3   216.8   217.2   187.4   149.7   112.6    76.1    40.2
            M      -0.0   455.3   433.1  2044.2  3681.7  4796.0  5404.2  5523.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.78  117.67  120.00
Self wt.  : M    1244.1  1085.0   819.8   448.5    94.2    99.0     0.0
(Max)       V       8.7    17.5    26.2    35.0    41.6    41.6    43.2
DL-Prec.  : M     185.9   162.1   122.5    67.0    14.1    14.8     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.2     6.2     6.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1326.7  1157.0   874.2   478.2   100.4   105.6     0.0
Haunch (Max)V       9.3    18.6    28.0    37.3    44.4    44.3    46.1
Diaphragm : M       6.0     4.5     3.0     1.4     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     511.0   445.7   336.7   184.2    38.7    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    17.1    17.1    17.8
DL-Comp   : M     261.2   227.8   172.1    94.2    19.8    20.8     0.0
DW(Max)     V       1.8     3.7     5.5     7.3     8.7     8.7     9.1
LL + I    : M+   2159.3  1892.1  1444.0   796.1   168.0   176.6     0.0
            V      40.8    60.2    74.1    88.0    98.9    98.8   101.5
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    51.2    62.8    75.1    88.0    98.9    98.8   101.5
            M    1869.3  1714.0  1353.5   770.7   165.8   174.2    -0.0
Total     : M+   5694.1  4974.2  3772.2  2069.6   435.3   457.7     0.0
            V      65.7   109.9   148.6   187.3   217.2   216.8   224.3
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    76.1   112.6   149.7   187.4   217.2   216.8   224.3
            M    5404.2  4796.0  3681.7  2044.2   433.1   455.3    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0   123.7   117.7   560.6  1024.7  1356.2  1555.1  1621.4
(Max)       V      54.0    51.9    52.0    43.7    32.8    21.9    10.9     0.0
Self wt.  : M       0.0    89.1    84.7   403.6   737.8   976.5  1119.7  1167.4
(Min)       V      38.9    37.4    37.5    31.5    23.6    15.7     7.9     0.0
DL-Prec.  : M       0.0    18.5    17.6    83.7   153.1   202.6   232.3   242.2
DC(Max)     V       8.1     7.8     7.8     6.5     4.9     3.3     1.6     0.0
DL-Prec.  : M       0.0    13.3    12.7    60.3   110.2   145.9   167.3   174.4
DC(Min)     V       5.8     5.6     5.6     4.7     3.5     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   132.0   125.5   597.8  1092.8  1446.3  1658.4  1729.1
Haunch (Max)V      57.6    55.4    55.5    46.6    35.0    23.3    11.7     0.0
Deck +    : M       0.0    95.0    90.4   430.4   786.8  1041.3  1194.0  1245.0
Haunch (Min)V      41.5    39.9    40.0    33.6    25.2    16.8     8.4     0.0
Diaphragm : M       0.0     0.4     0.3     1.8     3.7     5.6     7.5     9.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     1.3     2.7     4.0     5.4     6.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    50.8    48.3   230.3   420.9   557.1   638.8   666.0
DC(Max)     V      22.2    21.3    21.4    18.0    13.5     9.0     4.5     0.0
DL-Comp   : M       0.0    36.6    34.8   165.8   303.0   401.1   459.9   479.5
DC(Min)     V      16.0    15.4    15.4    12.9     9.7     6.5     3.2     0.0
DL-Comp   : M       0.0    31.2    29.7   141.3   258.2   341.7   391.9   408.6
DW(Max)     V      13.6    13.1    13.1    11.0     8.3     5.5     2.8     0.0
DL-Comp   : M       0.0    13.5    12.9    61.2   111.9   148.1   169.8   177.0
DW(Min)     V       5.9     5.7     5.7     4.8     3.6     2.4     1.2     0.0
LL + I    : M+      0.0   386.2   367.4  1741.5  3158.8  4139.1  4723.4  4888.1
            V     222.1   216.1   216.4   192.5   162.1   131.7    89.2    58.8
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   222.1   216.1   216.4   192.6   164.3   137.4   111.9    87.7
            M      -0.0   381.1   362.6  1685.8  2960.7  3749.4  4089.2  4017.5
Total     : M+      0.0   742.8   706.5  3356.9  6112.1  8048.5  9207.3  9564.7
            V     377.9   365.8   366.4   318.5   256.6   194.8   120.8    58.9
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   377.9   365.8   366.4   318.6   258.9   200.5   143.5    87.9
            M      -0.0   737.7   701.8  3301.2  5914.0  7658.8  8573.1  8694.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.78  117.67  120.00
Self wt.  : M    1555.1  1356.2  1024.7   560.6   117.7   123.7     0.0
(Max)       V      10.9    21.9    32.8    43.7    52.0    51.9    54.0
Self wt.  : M    1119.7   976.5   737.8   403.6    84.7    89.1     0.0
(Min)       V       7.9    15.7    23.6    31.5    37.5    37.4    38.9
DL-Prec.  : M     232.3   202.6   153.1    83.7    17.6    18.5     0.0
DC(Max)     V       1.6     3.3     4.9     6.5     7.8     7.8     8.1
DL-Prec.  : M     167.3   145.9   110.2    60.3    12.7    13.3     0.0
DC(Min)     V       1.2     2.4     3.5     4.7     5.6     5.6     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
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    1658.4  1446.3  1092.8   597.8   125.5   132.0     0.0
Haunch (Max)V      11.7    23.3    35.0    46.6    55.5    55.4    57.6
Deck +    : M    1194.0  1041.3   786.8   430.4    90.4    95.0     0.0
Haunch (Min)V       8.4    16.8    25.2    33.6    40.0    39.9    41.5
Diaphragm : M       7.5     5.6     3.7     1.8     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       5.4     4.0     2.7     1.3     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     638.8   557.1   420.9   230.3    48.3    50.8     0.0
DC(Max)     V       4.5     9.0    13.5    18.0    21.4    21.3    22.2
DL-Comp   : M     459.9   401.1   303.0   165.8    34.8    36.6     0.0
DC(Min)     V       3.2     6.5     9.7    12.9    15.4    15.4    16.0
DL-Comp   : M     391.9   341.7   258.2   141.3    29.7    31.2     0.0
DW(Max)     V       2.8     5.5     8.3    11.0    13.1    13.1    13.6
DL-Comp   : M     169.8   148.1   111.9    61.2    12.9    13.5     0.0
DW(Min)     V       1.2     2.4     3.6     4.8     5.7     5.7     5.9
LL + I    : M+   4723.4  4139.1  3158.8  1741.5   367.4   386.2     0.0
            V      89.2   131.7   162.1   192.5   216.4   216.1   222.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   111.9   137.4   164.3   192.6   216.4   216.1   222.1
            M    4089.2  3749.4  2960.7  1685.8   362.6   381.1    -0.0
Total     : M+   9207.3  8048.5  6112.1  3356.9   706.5   742.8     0.0
            V     120.8   194.8   256.6   318.5   366.4   365.8   377.9
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   143.5   200.5   258.9   318.6   366.4   365.8   377.9
            M    8573.1  7658.8  5914.0  3301.2   701.8   737.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               54.0             54.0
Deck+Haunch            57.6             57.6
Diaphragm               0.2              0.2
DL-Prec.(DC)            8.1              8.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          111.0            111.0
DL-Comp.(DW)           68.1             68.1
Live                  183.4            183.4
        Truck         116.2            116.2
        Lane           67.2             67.2
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   11.47   23.60   35.73   47.87   60.00
Self wt.  : M       0.0    99.0    94.2   448.5   819.8  1085.0  1244.1  1297.1
(Max)       V      43.2    41.6    41.6    35.0    26.2    17.5     8.7     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    14.8    14.1    67.0   122.5   162.1   185.9   193.8
DC(Max)     V       6.5     6.2     6.2     5.2     3.9     2.6     1.3     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   105.6   100.4   478.2   874.2  1157.0  1326.7  1383.3
Haunch (Max)V      46.1    44.3    44.4    37.3    28.0    18.6     9.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.4     3.0     4.5     6.0     7.5
(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    40.7    38.7   184.2   336.7   445.7   511.0   532.8
DC(Max)     V      17.8    17.1    17.1    14.4    10.8     7.2     3.6     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    20.8    19.8    94.2   172.1   227.8   261.2   272.4
DW(Max)     V       9.1     8.7     8.7     7.3     5.5     3.7     1.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   213.1   202.7   950.7  1695.1  2214.1  2491.2  2499.4
            V     123.1   120.2   120.3   108.6    94.1    71.2    56.7    42.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   123.1   120.2   120.3   108.6    94.1    79.6    65.1    50.5
            M       0.0   213.1   202.7   950.7  1695.1  2170.5  2377.1  2314.8
Total     : M+      0.0   494.2   470.1  2224.3  4023.3  5296.1  6026.1  6186.3
            V     245.9   238.2   238.5   207.9   168.6   121.0    81.6    42.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   245.9   238.2   238.5   207.9   168.6   129.3    90.0    50.7
            M       0.0   494.2   470.1  2224.3  4023.3  5252.6  5912.0  6001.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    72.13   84.27   96.40  108.53  117.78  117.67  120.00
Self wt.  : M    1244.1  1085.0   819.8   448.5    94.2    99.0     0.0
(Max)       V       8.7    17.5    26.2    35.0    41.6    41.6    43.2
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     185.9   162.1   122.5    67.0    14.1    14.8     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     6.2     6.2     6.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1326.7  1157.0   874.2   478.2   100.4   105.6     0.0
Haunch (Max)V       9.3    18.6    28.0    37.3    44.4    44.3    46.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.0     4.5     3.0     1.4     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     511.0   445.7   336.7   184.2    38.7    40.7     0.0
DC(Max)     V       3.6     7.2    10.8    14.4    17.1    17.1    17.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     261.2   227.8   172.1    94.2    19.8    20.8     0.0
DW(Max)     V       1.8     3.7     5.5     7.3     8.7     8.7     9.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   2491.2  2214.1  1695.1   950.7   202.7   213.1     0.0
            V      56.7    71.2    94.1   108.6   120.3   120.2   123.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    65.1    79.6    94.1   108.6   120.3   120.2   123.1
            M    2377.1  2170.5  1695.1   950.7   202.7   213.1     0.0
Total     : M+   6026.1  5296.1  4023.3  2224.3   470.1   494.2     0.0
            V      81.6   121.0   168.6   207.9   238.5   238.2   245.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    90.0   129.3   168.6   207.9   238.5   238.2   245.9
            M    5912.0  5252.6  4023.3  2224.3   470.1   494.2     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67
 
Beam-Self
Precast-top    0.209   0.775   1.371   1.788   2.029   2.114 
Bottom        -0.169  -0.618  -1.084  -1.401  -1.575  -1.641 
 
Prestress
Precast-top    0.299  -0.190  -0.600  -1.002  -1.394  -1.394 
Bottom         4.780   5.719   6.020   6.308   6.584   6.584 
 
Total
Precast-top    0.508   0.585   0.771   0.787   0.635   0.720 
Bottom         4.611   5.101   4.936   4.907   5.008   4.943 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.03 %)
             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   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.025   0.024   0.114   0.207   0.273   0.312   0.325 
Precast-top    0.077   0.635   0.611   1.541   2.585   3.219   3.449   3.650 
Bottom         0.958   3.766   3.632   3.391   2.423   1.831   1.602   1.427 
 

 
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   12.13   24.27   36.40   48.53   60.67
 
Beam-Self
Precast-top    0.209   0.775   1.371   1.788   2.029   2.114 
Bottom        -0.169  -0.618  -1.084  -1.401  -1.575  -1.641 
 
Prestress
Precast-top    0.299  -0.190  -0.600  -1.002  -1.394  -1.394 
Bottom         4.780   5.719   6.020   6.308   6.584   6.584 
 
Total
Precast-top    0.508   0.585   0.771   0.787   0.635   0.720 
Bottom         4.611   5.101   4.936   4.907   5.008   4.943 
 
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 = 14.03 %)
             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   11.47   23.60   35.73   47.87   60.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.22   11.47   23.60   35.73   47.87   60.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.100   0.096   0.446   0.795   1.035   1.161   1.171 
Precast-top    0.039   0.385   0.370   1.074   1.831   2.311   2.511   2.614 
Bottom         0.479   1.698   1.640   0.887  -0.218  -0.935  -1.262  -1.356 
 

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
    377.9    6.5   48.5    1.221   4.4   6.00e-3 50.0    388.2     1.930    4.693      0.00
      0.0    1.2   47.9     41.9 0.133      27.2 0.87    12.00     0.130    1.866 
Transfer:   3.00
    365.8    6.5   48.4    5.800  20.1  -0.11e-3 28.6    230.7     0.549    1.760      0.00
    737.7    5.1   45.9    189.0 0.129     155.6 5.22    12.00     0.130    1.885 
Critical:   4.47
    358.0    6.5   48.4    6.321  20.1  -0.14e-3 28.5    219.3     0.523    1.760      0.00
   1157.3    5.7   45.6    189.0 0.127     158.4 5.35    12.00     0.130    1.914 
0.1L    :  12.13
    318.6    6.5   47.6    9.908  20.1  -0.17e-3 28.4    179.6     0.449    0.827      0.00
   3301.2    8.7   43.2    189.0 0.119     154.3 5.49    24.00     0.130    1.426 
0.2L    :  24.27
    258.9    6.5   45.3   11.718  20.1  -0.06e-3 28.8    134.4     0.362    0.620      0.00
   5914.0    9.2   40.8    189.0 0.101     133.2 5.02    24.00     0.130    1.333 
0.3L    :  36.40
    200.5    6.5   46.8   11.718  20.1   0.43e-3 30.5    103.5     0.289    0.413      0.00
   7658.8    9.3   42.2    189.0 0.074      99.3 3.62    24.00     0.130    1.199 
0.4L    :  48.53
    143.5    6.5   48.3   11.718   0.0   0.86e-3 32.0     76.6     0.219    0.413      0.00
   8573.1    9.3   43.6    189.0 0.056      82.8 2.92    24.00     0.130    1.425 
0.5L    :  60.67
     87.9    6.5   48.3   11.718   0.0   0.79e-3 31.8     12.2     0.130    0.413      0.00
   8694.2    9.3   43.6    189.0 0.034      85.4 3.01    24.00     0.130    2.367 
0.6L    :  72.80
    143.5    6.5   48.3   11.718   0.0   0.86e-3 32.0     76.6     0.219    0.413      0.00
   8573.1    9.3   43.6    189.0 0.056      82.8 2.92    24.00     0.130    1.425 
0.7L    :  84.93
    200.5    6.5   46.8   11.718  20.1   0.43e-3 30.5    103.5     0.289    0.413      0.00
   7658.8    9.3   42.2    189.0 0.074      99.3 3.62    24.00     0.130    1.199 
0.8L    :  97.06
    258.9    6.5   45.3   11.718  20.1  -0.06e-3 28.8    134.4     0.362    0.620      0.00
   5914.0    9.2   40.8    189.0 0.101     133.2 5.02    24.00     0.130    1.333 
0.9L    : 109.20
    318.6    6.5   47.6    9.908  20.1  -0.17e-3 28.4    179.6     0.449    0.827      0.00
   3301.2    8.7   43.2    189.0 0.119     154.3 5.49    24.00     0.130    1.426 
Critical: 116.86
    358.0    6.5   48.4    6.319  20.1  -0.14e-3 28.5    219.3     0.523    1.760      0.00
   1155.8    5.7   45.6    189.0 0.127     158.4 5.34    12.00     0.130    1.914 
Transfer: 118.33
    365.8    6.5   48.4    5.800  20.1  -0.11e-3 28.6    230.7     0.549    1.760      0.00
    737.7    5.1   45.9    189.0 0.129     155.6 5.22    12.00     0.130    1.885 
Bearing : 120.67
    377.9    6.5   48.5    1.221   4.4   6.00e-3 50.0    388.2     1.930    4.693      0.00
      0.0    1.2   47.9     41.9 0.133      27.2 0.87    12.00     0.130    1.866 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 2042.68
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    4.09
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(Beam and Slab effects are INCLUDED in Vu).
Computed Interface width considered to be engaged in shear transfer, bvi = 34.00(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
    377.9      8.76     48.51    1.16       47.93    24.00      0.300      2.170      0.072      0.000*
Transfer:      2.33
    365.8      8.85     48.45    5.06       45.92    24.00      0.300      2.201      0.090      1.760 
Critical:      3.80
    358.2      8.73     48.45    5.67       45.62    24.00      0.300      2.159      0.065      1.760 
0.1L    :     11.47
    318.6      8.19     47.60    8.71       43.24    24.00      0.300      1.979      0.000      0.827 
0.2L    :     23.60
    258.9      7.06     45.32    9.21       40.72    24.00      0.300      1.605      0.000      0.620 
0.3L    :     35.73
    200.5      5.28     46.81    9.25       42.18    24.00      0.300      1.011      0.000      0.413 
0.4L    :     47.87
    143.5      3.65     48.29    9.30       43.64    24.00      0.300      0.468      0.000      0.413 
0.5L    :     60.00
     87.9      2.24     48.29    9.30       43.64    24.00      0.300      0.000      0.000      0.413 
0.6L    :     72.13
    143.5      3.65     48.29    9.30       43.64    24.00      0.300      0.468      0.000      0.413 
0.7L    :     84.27
    200.5      5.28     46.81    9.25       42.18    24.00      0.300      1.011      0.000      0.413 
0.8L    :     96.40
    258.9      7.06     45.32    9.21       40.72    24.00      0.300      1.605      0.000      0.620 
0.9L    :    108.53
    318.6      8.19     47.60    8.71       43.24    24.00      0.300      1.979      0.000      0.827 
Critical:    116.20
    358.2      8.72     48.45    5.66       45.62    24.00      0.300      2.158      0.065      1.760 
Transfer:    117.67
    365.8      8.85     48.45    5.06       45.92    24.00      0.300      2.201      0.090      1.760 
Bearing :    120.00
    377.9      8.76     48.51    1.16       47.93    24.00      0.300      2.170      0.072      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 11.47 ft
Prestress      :       2.846  1.80      5.123  2.20      6.261
Self Wt.       :      -1.112  1.85     -2.057  2.40     -2.668
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          :       1.734            3.066            3.594
 
At 0.2 x L = 23.60 ft
Prestress      :       5.107  1.80      9.192  2.20     11.235
Self Wt.       :      -2.084  1.85     -3.856  2.40     -5.002
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.023            5.337            6.233
 
At 0.3 x L = 35.73 ft
Prestress      :       6.716  1.80     12.089  2.20     14.776
Self Wt.       :      -2.825  1.85     -5.226  2.40     -6.779
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.891            6.863            7.996
 
At 0.4 x L = 47.87 ft
Prestress      :       7.631  1.80     13.736  2.20     16.789
Self Wt.       :      -3.272  1.85     -6.053  2.40     -7.853
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          :       4.359            7.683            8.936
 
At 0.5 x L = 60.00 ft
Prestress      :       7.982  1.80     14.367  2.20     17.560
Self Wt.       :      -3.436  1.85     -6.356  2.40     -8.246
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          :       4.546            8.011            9.314
 
At 0.6 x L = 72.13 ft
Prestress      :       7.631  1.80     13.736  2.20     16.789
Self Wt.       :      -3.272  1.85     -6.053  2.40     -7.853
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          :       4.359            7.683            8.936
 
At 0.7 x L = 84.27 ft
Prestress      :       6.716  1.80     12.089  2.20     14.776
Self Wt.       :      -2.825  1.85     -5.226  2.40     -6.779
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.891            6.863            7.996
 
At 0.8 x L = 96.40 ft
Prestress      :       5.107  1.80      9.192  2.20     11.235
Self Wt.       :      -2.084  1.85     -3.856  2.40     -5.002
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.023            5.337            6.233
 
At 0.9 x L = 108.53 ft
Prestress      :       2.846  1.80      5.123  2.20      6.261
Self Wt.       :      -1.112  1.85     -2.057  2.40     -2.668
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          :       1.734            3.066            3.594
 

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
   742.8    42.0  6.957  259.0    6.1   5.06   5925.8  0.022T 1.00       -       -     -     -  
H/2     :   2.22
   706.5    42.0  6.687  259.4    5.9   4.88   5716.4  0.023T 1.00       -       -     -     -  
0.1L    :  11.47
  3356.9    43.5 11.450  251.7   10.5   8.71   9466.6  0.012T 1.00    907.7   907.7   10.43    -  
0.2L    :  23.60
  6112.1    45.3 11.718  251.5   11.1   9.21  10106.1  0.011T 1.00    504.7   504.7   20.02    -  
0.3L    :  35.73
  8048.5    46.8 11.718  252.0   11.2   9.25  10487.8  0.011T 1.00    237.2   237.2   44.21    -  
0.4L    :  47.87
  9207.3    48.3 11.718  252.4   11.2   9.30  10869.9  0.011T 1.00    100.2   100.2  108.49    -  
0.5L    :  60.00
  9564.7    48.3 11.718  252.4   11.2   9.30  10869.9  0.011T 1.00     41.3    41.3  263.13    -  
0.6L    :  72.13
  9207.3    48.3 11.718  252.4   11.2   9.30  10869.9  0.011T 1.00    100.2   100.2  108.49    -  
0.7L    :  84.27
  8048.5    46.8 11.718  252.0   11.2   9.25  10487.8  0.011T 1.00    237.2   237.2   44.21    -  
0.8L    :  96.40
  6112.1    45.3 11.718  251.5   11.1   9.21  10106.1  0.011T 1.00    504.7   504.7   20.02    -  
0.9L    : 108.53
  3356.9    43.5 11.450  251.7   10.5   8.71   9466.6  0.012T 1.00    907.7   907.7   10.43    -  
H/2     : 117.78
   706.5    42.0  6.687  259.4    5.9   4.88   5716.4  0.023T 1.00       -       -     -     -  
Transfer: 117.67
   742.8    42.0  6.957  259.0    6.1   5.06   5925.8  0.022T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 5; Groups 1-27; Units: ksi )
 
Grp Str    Ys,in       3.00ft   6.00ft   9.00ft

  1   2 E   2.00 Ft     0.114    0.312    0.500
        M   2.00 Fb     0.118   -0.043   -0.192
 
  2   2 E  42.00 Ft     0.459    0.635    0.799
        M  10.00 Fb     0.047   -0.095   -0.226
 
  3   2 E  40.00 Ft     0.781    0.934    1.076
        M   8.00 Fb    -0.005   -0.128   -0.241
 
  4   2 E  38.00 Ft     1.080    1.210    1.330
        M   6.00 Fb    -0.038   -0.143   -0.237
 
  5   2 E  36.00 Ft     1.355    1.463    1.560
        M   4.00 Fb    -0.053   -0.139   -0.215
 
  6   2 E  34.00 Ft     1.608    1.693    1.768
        M   2.00 Fb    -0.049   -0.117   -0.175
 
  7   2 E   8.00 Ft     1.583    1.669    1.744
        M   8.00 Fb     0.181    0.111    0.050
 
  8   2 E   8.00 Ft     1.558    1.644    1.721
        M   8.00 Fb     0.410    0.339    0.275
 
  9   2 E   8.00 Ft     1.533    1.620    1.697
        M   8.00 Fb     0.640    0.567    0.500
 
 10   2 E   8.00 Ft     1.508    1.595    1.674
        M   8.00 Fb     0.869    0.795    0.725
 
 11   2 E   6.00 Ft     1.459    1.547    1.627
        M   6.00 Fb     1.118    1.042    0.969
 
 12   2 E   6.00 Ft     1.411    1.500    1.580
        M   6.00 Fb     1.366    1.288    1.212
 
 13   2 E   6.00 Ft     1.411    1.452    1.533
        M   6.00 Fb     1.366    1.536    1.457
 
 14   2 E   6.00 Ft     1.363    1.404    1.487
        M   6.00 Fb     1.615    1.783    1.701
 
 15   2 E   6.00 Ft     1.315    1.357    1.440
        M   6.00 Fb     1.863    2.030    1.944
 
 16   2 E   6.00 Ft     1.266    1.309    1.393
        M   6.00 Fb     2.111    2.276    2.188
 
 17   2 E   4.00 Ft     1.195    1.238    1.324
        M   4.00 Fb     2.378    2.541    2.450
 
 18   2 E   4.00 Ft     1.195    1.238    1.254
        M   4.00 Fb     2.378    2.541    2.713
 
 19   2 E   4.00 Ft     1.124    1.167    1.184
        M   4.00 Fb     2.646    2.807    2.975
 
 20   2 E   4.00 Ft     1.124    1.167    1.114
        M   4.00 Fb     2.646    2.807    3.238
 
 21   2 E   4.00 Ft     1.052    1.097    1.044
        M   4.00 Fb     2.913    3.072    3.500
 
 22   2 E   4.00 Ft     0.981    1.026    0.975
        M   4.00 Fb     3.180    3.337    3.762
 
 23   2 E   2.00 Ft     0.886    0.932    0.882
        M   2.00 Fb     3.466    3.621    4.043
 
 24   2 E   2.00 Ft     0.792    0.838    0.789
        M   2.00 Fb     3.752    3.905    4.323
 
 25   2 E   2.00 Ft     0.697    0.744    0.696
        M   2.00 Fb     4.038    4.189    4.603
 
 26   2 E   2.00 Ft     0.602    0.650    0.603
        M   2.00 Fb     4.325    4.474    4.885
 
 27   2 E   2.00 Ft     0.508    0.556    0.510
        M   2.00 Fb     4.611    4.758    5.166
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 121.33            Release Length, ft: 121.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  54
No. of strands, Draped:  10           No. of strands, Straight:  44
Concrete Strength, f'ci:   8.0  ksi        f'c:  10.0 ksi  f'ct   4.5 ksi
Initial losses: 10.56 %               Final losses: 15.54 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.101   0.1L/0.9L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.508       Trans
      Precast Top w/ reinf. (tension)      -0.679           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 10869.94     9564.75     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %      33.33 %               OK
      Max. Debond Total                    25.00 %      11.11 %               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:   2.700  -0.000     Bearing    2.025   0.325     Midspan
    Pre.Top:   6.000  -0.000     Bearing    4.500   3.650     Midspan
    Pre.Bot:   6.000  -0.000     Bearing    4.500   3.766    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.403  -0.000     Bearing
    Pre.Top:  -0.600  -0.000     Bearing
    Pre.Bot:  -0.600  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             4.000   2.614     Midspan
    Pre.Bot:                                                             4.000   1.698    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  60.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       7.982  1.80     14.367  2.20     17.560
Self Wt.       :      -3.436  1.85     -6.356  2.40     -8.246
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          :       4.546            8.011            9.314
 
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

