 
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 0.35*(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_914.tmp\BTC120-0_35\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       42.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       38.834
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 =   2235625.75
 
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   7.875
 2               IA-BTC    8.750    691.8   178971.0  45.00  20.74  34.00   8.750
 3               IA-BTC    8.750    691.8   178971.0  45.00  20.74  34.00   8.750
 4               IA-BTC    8.750    691.8   178971.0  45.00  20.74  34.00   8.750
 5               IA-BTC    8.750    691.8   178971.0  45.00  20.74  34.00   7.875
 
 
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 0.35L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: 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        0.074    0.00       0.074  120.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  120.00   Additional Haunch Load
   1    2    DC Line        0.082    0.00       0.082  120.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  120.00   Additional Haunch Load
   1    3    DC Line        0.082    0.00       0.082  120.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  120.00   Additional Haunch Load
   1    4    DC Line        0.082    0.00       0.082  120.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  120.00   Additional Haunch Load
   1    5    DC Line        0.074    0.00       0.074  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   38.83          -       -    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: EXCLUDED         
 
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 0.35L ( 42.47 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 0.35L ( 42.47 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 0.35L ( 42.47 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 0.35L ( 42.47 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 0.35L ( 42.47 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       =  42.00 ft
Type      : I-Girder                            Curb-to-curb       =  38.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  8.75 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  =  94.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  120.00
     DC  Line       0.052      0.00       0.052  120.00
     DC  Line       0.074      0.00       0.074  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)  : 0.646   (Calculated)    
Live Moment (1  lane  loaded)  : 0.777   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.915   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.018   (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           1267.6 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           437990 in4#
Ht. of c.g.           =        20.74 in             33.70 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1501.2 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    19.95    19.84    19.72    19.67    19.67
  MI(Ixx) , in4   179799   182818   182664   185256   187232   189477   190700   190700
Composite: (At Final, using Ec =  5772.5 ksi )
  Area    , in2   1276.7   1308.6   1307.0   1313.7   1313.7   1313.7   1313.7   1313.7
  Yb      ,  in    33.55    33.00    33.03    32.84    32.78    32.72    32.70    32.70
  MI(Ixx) , in4   442417   458124   457336   464742   468561   472635   474767   474767

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 0.35L ( 42.47 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      =     11.268 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.084 ft
Holddown Force        =  26.659 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)       
--------------------------------------------------------------------------------------
      6553.493         740 4849.584     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                                   -7.78 ksi    0.00 ksi
    due to Composite Loads                                 -2.81 ksi    0.00 ksi
    due to Live Loads                                      -7.86 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 %)             9.09 ksi ( 4.63 %)
Total Prestress Losses                                    29.81 ksi (15.19 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.2 ksi < 0.75 fpu, OK 
     initial fpe = 166.4 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   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    22.1    21.0   100.1   183.0   242.1   277.7   289.5
DC(Max)     V       9.6     9.3     9.3     7.8     5.9     3.9     2.0     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
Deck +    : M       0.0   107.2   102.0   485.8   888.0  1175.3  1347.6  1405.1
Haunch (Max)V      46.8    45.0    45.1    37.9    28.4    18.9     9.5     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    21.3    20.3    96.7   176.7   233.9   268.2   279.6
DW(Max)     V       9.3     9.0     9.0     7.5     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   224.3   213.4  1011.3  1834.4  2403.6  2743.0  2838.6
            V     129.0   125.5   125.7   111.8    94.1    76.5    51.8    34.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   129.0   125.5   125.7   111.8    95.4    79.8    65.0    50.9
            M       0.0   221.3   210.6   979.0  1719.3  2177.3  2374.7  2333.1
Total     : M+      0.0   514.9   489.8  2327.9  4241.4  5590.0  6397.5  6650.2
            V     255.9   247.5   247.9   214.5   171.2   127.9    77.5    34.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   255.9   247.5   247.9   214.5   172.5   131.2    90.8    51.1
            M       0.0   511.9   487.0  2295.6  4126.4  5363.7  6029.2  6144.7
 
                  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     277.7   242.1   183.0   100.1    21.0    22.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.8     9.3     9.3     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    1347.6  1175.3   888.0   485.8   102.0   107.2     0.0
Haunch (Max)V       9.5    18.9    28.4    37.9    45.1    45.0    46.8
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     268.2   233.9   176.7    96.7    20.3    21.3     0.0
DW(Max)     V       1.9     3.8     5.7     7.5     9.0     9.0     9.3
LL + I    : M+   2743.0  2403.6  1834.4  1011.3   213.4   224.3     0.0
            V      51.8    76.5    94.1   111.8   125.7   125.5   129.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    65.0    79.8    95.4   111.8   125.7   125.5   129.0
            M    2374.7  2177.3  1719.3   979.0   210.6   221.3     0.0
Total     : M+   6397.5  5590.0  4241.4  2327.9   489.8   514.9     0.0
            V      77.5   127.9   171.2   214.5   247.9   247.5   255.9
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    90.8   131.2   172.5   214.5   247.9   247.5   255.9
            M    6029.2  5363.7  4126.4  2295.6   487.0   511.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.2             43.2
Deck+Haunch            46.8             46.8
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)           46.6             46.6
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    22.1    21.0   100.1   183.0   242.1   277.7   289.5
DC(Max)     V       9.6     9.3     9.3     7.8     5.9     3.9     2.0     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
Deck +    : M       0.0   107.2   102.0   485.8   888.0  1175.3  1347.6  1405.1
Haunch (Max)V      46.8    45.0    45.1    37.9    28.4    18.9     9.5     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    21.3    20.3    96.7   176.7   233.9   268.2   279.6
DW(Max)     V       9.3     9.0     9.0     7.5     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   179.4   170.7   809.0  1467.5  1922.9  2194.4  2270.9
            V     103.2   100.4   100.5    89.4    75.3    61.2    41.4    27.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   103.2   100.4   100.5    89.5    76.3    63.9    52.0    40.7
            M       0.0   177.1   168.5   783.2  1375.5  1741.9  1899.7  1866.4
Total     : M+      0.0   470.1   447.1  2125.7  3874.6  5109.3  5848.9  6082.5
            V     230.1   222.4   222.8   192.1   152.4   112.6    67.2    27.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   230.1   222.4   222.8   192.2   153.4   115.3    77.8    40.9
            M       0.0   467.7   444.9  2099.8  3782.5  4928.2  5554.3  5678.0
 
                  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     277.7   242.1   183.0   100.1    21.0    22.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.8     9.3     9.3     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    1347.6  1175.3   888.0   485.8   102.0   107.2     0.0
Haunch (Max)V       9.5    18.9    28.4    37.9    45.1    45.0    46.8
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     268.2   233.9   176.7    96.7    20.3    21.3     0.0
DW(Max)     V       1.9     3.8     5.7     7.5     9.0     9.0     9.3
LL + I    : M+   2194.4  1922.9  1467.5   809.0   170.7   179.4     0.0
            V      41.4    61.2    75.3    89.4   100.5   100.4   103.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    52.0    63.9    76.3    89.5   100.5   100.4   103.2
            M    1899.7  1741.9  1375.5   783.2   168.5   177.1     0.0
Total     : M+   5848.9  5109.3  3874.6  2125.7   447.1   470.1     0.0
            V      67.2   112.6   152.4   192.1   222.8   222.4   230.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    77.8   115.3   153.4   192.2   222.8   222.4   230.1
            M    5554.3  4928.2  3782.5  2099.8   444.9   467.7     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   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    27.6    26.3   125.1   228.7   302.7   347.1   361.9
DC(Max)     V      12.1    11.6    11.6     9.8     7.3     4.9     2.4     0.0
DL-Prec.  : M       0.0    19.9    18.9    90.1   164.7   217.9   249.9   260.5
DC(Min)     V       8.7     8.3     8.4     7.0     5.3     3.5     1.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   134.0   127.5   607.2  1110.0  1469.1  1684.5  1756.3
Haunch (Max)V      58.5    56.3    56.4    47.4    35.5    23.7    11.8     0.0
Deck +    : M       0.0    96.5    91.8   437.2   799.2  1057.7  1212.9  1264.6
Haunch (Min)V      42.2    40.5    40.6    34.1    25.6    17.0     8.5     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    32.0    30.4   145.0   265.1   350.8   402.3   419.4
DW(Max)     V      14.0    13.4    13.5    11.3     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    13.9    13.2    62.8   114.9   152.0   174.3   181.7
DW(Min)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   392.5   373.4  1769.8  3210.2  4206.4  4800.2  4967.6
            V     225.8   219.6   219.9   195.6   164.7   133.8    90.6    59.7
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   225.8   219.6   219.9   195.7   167.0   139.7   113.7    89.1
            M       0.0   387.3   368.5  1713.2  3008.9  3810.3  4155.7  4082.9
Total     : M+      0.0   761.1   724.0  3439.7  6263.2  8247.8  9435.4  9802.0
            V     386.7   374.3   375.0   325.9   262.4   199.0   123.3    59.9
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   386.7   374.4   375.0   325.9   264.7   204.9   146.4    89.3
            M       0.0   755.9   719.1  3383.2  6061.8  7851.7  8790.9  8917.3
 
                  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     347.1   302.7   228.7   125.1    26.3    27.6     0.0
DC(Max)     V       2.4     4.9     7.3     9.8    11.6    11.6    12.1
DL-Prec.  : M     249.9   217.9   164.7    90.1    18.9    19.9     0.0
DC(Min)     V       1.8     3.5     5.3     7.0     8.4     8.3     8.7
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    1684.5  1469.1  1110.0   607.2   127.5   134.0     0.0
Haunch (Max)V      11.8    23.7    35.5    47.4    56.4    56.3    58.5
Deck +    : M    1212.9  1057.7   799.2   437.2    91.8    96.5     0.0
Haunch (Min)V       8.5    17.0    25.6    34.1    40.6    40.5    42.2
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     402.3   350.8   265.1   145.0    30.4    32.0     0.0
DW(Max)     V       2.8     5.7     8.5    11.3    13.5    13.4    14.0
DL-Comp   : M     174.3   152.0   114.9    62.8    13.2    13.9     0.0
DW(Min)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
LL + I    : M+   4800.2  4206.4  3210.2  1769.8   373.4   392.5     0.0
            V      90.6   133.8   164.7   195.6   219.9   219.6   225.8
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   113.7   139.7   167.0   195.7   219.9   219.6   225.8
            M    4155.7  3810.3  3008.9  1713.2   368.5   387.3     0.0
Total     : M+   9435.4  8247.8  6263.2  3439.7   724.0   761.1     0.0
            V     123.3   199.0   262.4   325.9   375.0   374.3   386.7
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   146.4   204.9   264.7   325.9   375.0   374.4   386.7
            M    8790.9  7851.7  6061.8  3383.2   719.1   755.9     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               54.0             54.0
Deck+Haunch            58.5             58.5
Diaphragm               0.2              0.2
DL-Prec.(DC)           12.1             12.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          111.0            111.0
DL-Comp.(DW)           69.9             69.9
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    22.1    21.0   100.1   183.0   242.1   277.7   289.5
DC(Max)     V       9.6     9.3     9.3     7.8     5.9     3.9     2.0     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   107.2   102.0   485.8   888.0  1175.3  1347.6  1405.1
Haunch (Max)V      46.8    45.0    45.1    37.9    28.4    18.9     9.5     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    21.3    20.3    96.7   176.7   233.9   268.2   279.6
DW(Max)     V       9.3     9.0     9.0     7.5     5.7     3.8     1.9     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   216.5   206.0   966.2  1722.7  2250.1  2531.7  2540.1
            V     125.1   122.1   122.3   110.4    95.6    72.4    57.6    42.9
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   125.1   122.1   122.3   110.4    95.6    80.9    66.1    51.4
            M       0.0   216.5   206.0   966.2  1722.7  2205.8  2415.8  2352.4
Total     : M+      0.0   507.1   482.4  2282.8  4129.7  5436.4  6186.3  6351.7
            V     252.0   244.1   244.5   213.1   172.7   123.8    83.4    43.0
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   252.0   244.1   244.5   213.1   172.7   132.3    91.9    51.5
            M       0.0   507.1   482.4  2282.8  4129.7  5392.2  6070.3  6164.0
 
                  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
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     277.7   242.1   183.0   100.1    21.0    22.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.8     9.3     9.3     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    1347.6  1175.3   888.0   485.8   102.0   107.2     0.0
Haunch (Max)V       9.5    18.9    28.4    37.9    45.1    45.0    46.8
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     268.2   233.9   176.7    96.7    20.3    21.3     0.0
DW(Max)     V       1.9     3.8     5.7     7.5     9.0     9.0     9.3
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+   2531.7  2250.1  1722.7   966.2   206.0   216.5     0.0
            V      57.6    72.4    95.6   110.4   122.3   122.1   125.1
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    66.1    80.9    95.6   110.4   122.3   122.1   125.1
            M    2415.8  2205.8  1722.7   966.2   206.0   216.5     0.0
Total     : M+   6186.3  5436.4  4129.7  2282.8   482.4   507.1     0.0
            V      83.4   123.8   172.7   213.1   244.5   244.1   252.0
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    91.9   132.3   172.7   213.1   244.5   244.1   252.0
            M    6070.3  5392.2  4129.7  2282.8   482.4   507.1     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.209   0.774   1.369   1.783   2.029   2.114   1.926 
Bottom        -0.169  -0.617  -1.079  -1.391  -1.575  -1.641  -1.499 
 
Prestress
Precast-top    0.284  -0.249  -0.716  -1.171  -1.394  -1.394  -1.394 
Bottom         4.792   5.763   6.104   6.428   6.584   6.584   6.584 
 
Total
Precast-top    0.492   0.526   0.653   0.612   0.635   0.720   0.532 
Bottom         4.623   5.146   5.024   5.037   5.008   4.943   5.084 


 
 
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   0.244   0.239  -0.214  -0.615  -1.007  -1.199  -1.199
Bottom         0.959   4.120   3.969   4.954   5.247   5.526   5.660   5.660
 
Self wt.
Precast-top   -0.000   0.161   0.154   0.728   1.322   1.737   1.983   2.068
Bottom        -0.000  -0.131  -0.125  -0.580  -1.042  -1.355  -1.540  -1.605
 
DL-Prec (DC)
Precast-top   -0.000   0.036   0.034   0.162   0.295   0.388   0.443   0.462
Bottom        -0.000  -0.029  -0.028  -0.129  -0.233  -0.302  -0.344  -0.358
 
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   0.175   0.166   0.788   1.432   1.881   2.148   2.240
Bottom        -0.000  -0.142  -0.135  -0.628  -1.129  -1.468  -1.668  -1.739
 
DL-Comp (DC)
Topping-top   -0.000   0.017   0.016   0.075   0.136   0.178   0.204   0.213
Precast-top   -0.000   0.013   0.012   0.058   0.105   0.139   0.159   0.166
Bottom        -0.000  -0.035  -0.034  -0.156  -0.283  -0.370  -0.422  -0.440
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.008   0.039   0.071   0.094   0.107   0.112
Precast-top   -0.000   0.007   0.006   0.030   0.055   0.073   0.083   0.087
Bottom        -0.000  -0.018  -0.018  -0.082  -0.148  -0.194  -0.222  -0.231
 
LL+I(+)
Topping-top   -0.000   0.091   0.087   0.409   0.739   0.962   1.095   1.133
Precast-top   -0.000   0.071   0.067   0.317   0.574   0.749   0.853   0.883
Bottom        -0.000  -0.194  -0.185  -0.858  -1.540  -1.997  -2.267  -2.346
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.117   0.111   0.523   0.946   1.235   1.406   1.457 
Precast-top    0.077   0.707   0.679   1.872   3.173   3.967   4.481   4.718 
Bottom         0.959   3.570   3.445   2.520   0.868  -0.167  -0.809  -1.069 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.025   0.024   0.114   0.207   0.272   0.311   0.324 
Precast-top    0.077   0.636   0.612   1.555   2.599   3.218   3.628   3.835 
Bottom         0.959   3.764   3.630   3.377   2.408   1.830   1.458   1.277 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.209   0.774   1.369   1.783   2.029   2.114   1.926 
Bottom        -0.169  -0.617  -1.079  -1.391  -1.575  -1.641  -1.499 
 
Prestress
Precast-top    0.284  -0.249  -0.716  -1.171  -1.394  -1.394  -1.394 
Bottom         4.792   5.763   6.104   6.428   6.584   6.584   6.584 
 
Total
Precast-top    0.492   0.526   0.653   0.612   0.635   0.720   0.532 
Bottom         4.623   5.146   5.024   5.037   5.008   4.943   5.084 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 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   0.244   0.239  -0.214  -0.615  -1.007  -1.199  -1.199
Bottom         0.959   4.120   3.969   4.954   5.247   5.526   5.660   5.660
 
Self wt.
Precast-top   -0.000   0.161   0.154   0.728   1.322   1.737   1.983   2.068
Bottom        -0.000  -0.131  -0.125  -0.580  -1.042  -1.355  -1.540  -1.605
 
DL-Prec (DC)
Precast-top   -0.000   0.036   0.034   0.162   0.295   0.388   0.443   0.462
Bottom        -0.000  -0.029  -0.028  -0.129  -0.233  -0.302  -0.344  -0.358
 
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   0.175   0.166   0.788   1.432   1.881   2.148   2.240
Bottom        -0.000  -0.142  -0.135  -0.628  -1.129  -1.468  -1.668  -1.739
 
DL-Comp (DC)
Topping-top   -0.000   0.017   0.016   0.075   0.136   0.178   0.204   0.213
Precast-top   -0.000   0.013   0.012   0.058   0.105   0.139   0.159   0.166
Bottom        -0.000  -0.035  -0.034  -0.156  -0.283  -0.370  -0.422  -0.440
 
DL-Comp (DW)
Topping-top   -0.000   0.009   0.008   0.039   0.071   0.094   0.107   0.112
Precast-top   -0.000   0.007   0.006   0.030   0.055   0.073   0.083   0.087
Bottom        -0.000  -0.018  -0.018  -0.082  -0.148  -0.194  -0.222  -0.231
 
LL+I(+)
Topping-top   -0.000   0.073   0.070   0.328   0.591   0.770   0.876   0.907
Precast-top   -0.000   0.056   0.054   0.254   0.459   0.599   0.682   0.706
Bottom        -0.000  -0.155  -0.148  -0.686  -1.232  -1.598  -1.813  -1.877
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.098   0.094   0.441   0.798   1.042   1.187   1.231 
Precast-top    0.077   0.693   0.666   1.809   3.058   3.817   4.310   4.542 
Bottom         0.959   3.608   3.482   2.691   1.176   0.232  -0.355  -0.599 
 

 
 
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   0.391   0.694   0.901   1.011   1.014
Precast-top   -0.000   0.068   0.065   0.303   0.539   0.701   0.787   0.790
Bottom        -0.000  -0.187  -0.178  -0.819  -1.446  -1.870  -2.092  -2.099
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.101   0.096   0.448   0.797   1.037   1.166   1.176 
Precast-top    0.038   0.386   0.371   1.081   1.839   2.310   2.601   2.708 
Bottom         0.479   1.695   1.637   0.869  -0.242  -0.954  -1.363  -1.460 
 

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
    386.7    6.5   48.5    1.219   5.1   6.00e-3 50.0    397.4     1.976    4.693      0.00
      0.0    1.1   47.9     41.9 0.136      27.2 0.87    12.00     0.130    1.825 
Transfer:   3.00
    374.4    6.5   48.4    5.788  22.9  -0.10e-3 28.6    237.8     0.565    1.760      0.00
    755.9    5.0   46.0    189.0 0.132     155.2 5.20    12.00     0.130    1.851 
Critical:   4.47
    366.4    6.5   48.4    6.309  22.9  -0.13e-3 28.5    226.1     0.538    1.760      0.00
   1187.0    5.5   45.7    189.0 0.129     158.1 5.33    12.00     0.130    1.880 
0.1L    :  12.13
    325.9    6.5   47.6    9.906  22.9  -0.16e-3 28.4    185.2     0.462    0.827      0.00
   3383.2    8.4   43.4    189.0 0.120     154.1 5.46    24.00     0.130    1.404 
0.2L    :  24.27
    264.7    6.5   45.7   11.718  22.9  -0.05e-3 28.8    137.2     0.366    0.620      0.00
   6061.8    8.9   41.3    189.0 0.101     134.1 5.00    24.00     0.130    1.325 
0.3L    :  36.40
    204.9    6.5   47.4   11.718  22.9   0.48e-3 30.7    106.3     0.294    0.413      0.00
   7851.7    9.0   42.9    189.0 0.073      98.4 3.53    24.00     0.130    1.190 
0.4L    :  48.53
    146.4    6.5   48.3   11.718   0.0   1.02e-3 32.6     85.3     0.249    0.413      0.00
   8790.9    9.0   43.8    189.0 0.057      77.3 2.72    24.00     0.130    1.346 
0.5L    :  60.67
     89.3    6.5   48.3   11.718   0.0   0.95e-3 32.3     19.6     0.130    0.413      0.00
   8917.3    9.0   43.8    189.0 0.035      79.6 2.80    24.00     0.130    2.243 
0.6L    :  72.80
    146.4    6.5   48.3   11.718   0.0   1.02e-3 32.6     85.3     0.249    0.413      0.00
   8790.9    9.0   43.8    189.0 0.057      77.3 2.72    24.00     0.130    1.346 
0.7L    :  84.93
    204.9    6.5   47.4   11.718  22.9   0.48e-3 30.7    106.3     0.294    0.413      0.00
   7851.7    9.0   42.9    189.0 0.073      98.4 3.53    24.00     0.130    1.190 
0.8L    :  97.06
    264.7    6.5   45.7   11.718  22.9  -0.05e-3 28.8    137.2     0.366    0.620      0.00
   6061.8    8.9   41.3    189.0 0.101     134.1 5.00    24.00     0.130    1.325 
0.9L    : 109.20
    325.9    6.5   47.6    9.906  22.9  -0.16e-3 28.4    185.2     0.462    0.827      0.00
   3383.2    8.4   43.4    189.0 0.120     154.1 5.46    24.00     0.130    1.404 
Critical: 116.86
    366.4    6.5   48.4    6.307  22.9  -0.13e-3 28.5    226.1     0.538    1.760      0.00
   1185.5    5.5   45.7    189.0 0.129     158.1 5.33    12.00     0.130    1.880 
Transfer: 118.33
    374.4    6.5   48.4    5.788  22.9  -0.10e-3 28.6    237.8     0.565    1.760      0.00
    755.9    5.0   46.0    189.0 0.132     155.2 5.20    12.00     0.130    1.851 
Bearing : 120.67
    386.7    6.5   48.5    1.219   5.1   6.00e-3 50.0    397.4     1.976    4.693      0.00
      0.0    1.1   47.9     41.9 0.136      27.2 0.87    12.00     0.130    1.825 
 

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 EXCLUDED from 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
    261.9      6.07     48.51    1.14       47.94    24.00      0.340      1.174      0.000      0.000*
Transfer:      2.33
    254.4      6.15     48.45    4.98       45.96    24.00      0.340      1.200      0.000      1.760 
Critical:      3.81
    249.7      6.07     48.45    5.55       45.68    24.00      0.340      1.174      0.000      1.760 
0.1L    :     11.47
    225.0      5.75     47.65    8.43       43.43    24.00      0.340      1.068      0.000      0.827 
0.2L    :     23.60
    189.0      5.09     45.75    8.93       41.28    24.00      0.340      0.845      0.000      0.620 
0.3L    :     35.73
    154.3      3.99     47.44    8.98       42.95    24.00      0.340      0.481      0.000      0.413 
0.4L    :     47.87
    121.0      3.07     48.29    9.00       43.78    24.00      0.340      0.174      0.000      0.413 
0.5L    :     60.00
     89.1      2.26     48.29    9.00       43.78    24.00      0.340      0.000      0.000      0.413 
0.6L    :     72.13
    121.0      3.07     48.29    9.00       43.78    24.00      0.340      0.174      0.000      0.413 
0.7L    :     84.27
    154.3      3.99     47.44    8.98       42.95    24.00      0.340      0.481      0.000      0.413 
0.8L    :     96.40
    189.0      5.09     45.75    8.93       41.28    24.00      0.340      0.845      0.000      0.620 
0.9L    :    108.53
    225.0      5.75     47.65    8.43       43.43    24.00      0.340      1.068      0.000      0.827 
Critical:    116.19
    249.7      6.07     48.45    5.55       45.68    24.00      0.340      1.174      0.000      1.760 
Transfer:    117.67
    254.4      6.15     48.45    4.98       45.96    24.00      0.340      1.200      0.000      1.760 
Bearing :    120.00
    261.9      6.07     48.51    1.14       47.94    24.00      0.340      1.174      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 11.47 ft
Prestress      :       2.908  1.80      5.234  2.20      6.397
Self Wt.       :      -1.110  1.85     -2.054  2.40     -2.665
Deck + Haunch  :                       -1.023  2.30     -2.354
DL-Prec. (DC)  :                       -0.211  3.00     -0.633
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.155  3.00     -0.464
DL-Comp. (DW)  :                       -0.081  3.00     -0.244
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 23.60 ft
Prestress      :       5.208  1.80      9.375  2.20     11.458
Self Wt.       :      -2.078  1.85     -3.845  2.40     -4.988
Deck + Haunch  :                       -1.973  2.30     -4.538
DL-Prec. (DC)  :                       -0.406  3.00     -1.219
Diaphragm      :                       -0.008  3.00     -0.024
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.299  3.00     -0.897
DL-Comp. (DW)  :                       -0.157  3.00     -0.471
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 35.73 ft
Prestress      :       6.828  1.80     12.290  2.20     15.021
Self Wt.       :      -2.812  1.85     -5.202  2.40     -6.748
Deck + Haunch  :                       -2.694  2.30     -6.196
DL-Prec. (DC)  :                       -0.555  3.00     -1.665
Diaphragm      :                       -0.011  3.00     -0.034
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.410  3.00     -1.229
DL-Comp. (DW)  :                       -0.215  3.00     -0.645
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 47.87 ft
Prestress      :       7.804  1.80     14.048  2.20     17.170
Self Wt.       :      -3.272  1.85     -6.053  2.40     -7.853
Deck + Haunch  :                       -3.147  2.30     -7.239
DL-Prec. (DC)  :                       -0.648  3.00     -1.945
Diaphragm      :                       -0.013  3.00     -0.040
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.479  3.00     -1.438
DL-Comp. (DW)  :                       -0.252  3.00     -0.755
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 60.00 ft
Prestress      :       8.155  1.80     14.679  2.20     17.941
Self Wt.       :      -3.436  1.85     -6.356  2.40     -8.246
Deck + Haunch  :                       -3.308  2.30     -7.609
DL-Prec. (DC)  :                       -0.682  3.00     -2.045
Diaphragm      :                       -0.014  3.00     -0.042
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.504  3.00     -1.512
DL-Comp. (DW)  :                       -0.264  3.00     -0.793
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 72.13 ft
Prestress      :       7.804  1.80     14.048  2.20     17.170
Self Wt.       :      -3.272  1.85     -6.053  2.40     -7.853
Deck + Haunch  :                       -3.147  2.30     -7.239
DL-Prec. (DC)  :                       -0.648  3.00     -1.945
Diaphragm      :                       -0.013  3.00     -0.040
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.479  3.00     -1.438
DL-Comp. (DW)  :                       -0.252  3.00     -0.755
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 84.27 ft
Prestress      :       6.828  1.80     12.290  2.20     15.021
Self Wt.       :      -2.812  1.85     -5.202  2.40     -6.748
Deck + Haunch  :                       -2.694  2.30     -6.196
DL-Prec. (DC)  :                       -0.555  3.00     -1.665
Diaphragm      :                       -0.011  3.00     -0.034
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.410  3.00     -1.229
DL-Comp. (DW)  :                       -0.215  3.00     -0.645
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 96.40 ft
Prestress      :       5.208  1.80      9.375  2.20     11.458
Self Wt.       :      -2.078  1.85     -3.845  2.40     -4.988
Deck + Haunch  :                       -1.973  2.30     -4.538
DL-Prec. (DC)  :                       -0.406  3.00     -1.219
Diaphragm      :                       -0.008  3.00     -0.024
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.299  3.00     -0.897
DL-Comp. (DW)  :                       -0.157  3.00     -0.471
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 108.53 ft
Prestress      :       2.908  1.80      5.234  2.20      6.397
Self Wt.       :      -1.110  1.85     -2.054  2.40     -2.665
Deck + Haunch  :                       -1.023  2.30     -2.354
DL-Prec. (DC)  :                       -0.211  3.00     -0.633
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.155  3.00     -0.464
DL-Comp. (DW)  :                       -0.081  3.00     -0.244
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
   761.1    42.1  6.941  259.2    6.0   4.98   5932.9  0.023T 1.00       -       -     -     -  
H/2     :   2.22
   724.0    42.0  6.673  259.6    5.8   4.79   5722.5  0.024T 1.00       -       -     -     -  
0.1L    :  11.47
  3439.7    43.7 11.448  252.4   10.2   8.43   9560.0  0.012T 1.00   7315.3  4574.9    1.31    -  
0.2L    :  23.60
  6263.2    45.8 11.718  252.2   10.8   8.93  10255.1  0.011T 1.00   7346.7  7346.7    1.40    -  
0.3L    :  35.73
  8247.8    47.4 11.718  252.7   10.8   8.98  10692.0  0.011T 1.00   7515.6  7515.6    1.42    -  
0.4L    :  47.87
  9435.4    48.3 11.718  253.0   10.9   9.00  10910.6  0.011T 1.00   7573.1  7573.1    1.44    -  
0.5L    :  60.00
  9802.0    48.3 11.718  253.0   10.9   9.00  10910.6  0.011T 1.00   7511.5  7511.5    1.45    -  
0.6L    :  72.13
  9435.4    48.3 11.718  253.0   10.9   9.00  10910.6  0.011T 1.00   7573.1  7573.1    1.44    -  
0.7L    :  84.27
  8247.8    47.4 11.718  252.7   10.8   8.98  10692.0  0.011T 1.00   7515.6  7515.6    1.42    -  
0.8L    :  96.40
  6263.2    45.8 11.718  252.2   10.8   8.93  10255.1  0.011T 1.00   7346.7  7346.7    1.40    -  
0.9L    : 108.53
  3439.7    43.7 11.448  252.4   10.2   8.43   9560.0  0.012T 1.00   7315.3  4574.9    1.31    -  
H/2     : 117.78
   724.0    42.0  6.673  259.6    5.8   4.79   5722.5  0.024T 1.00       -       -     -     -  
Transfer: 117.67
   761.1    42.1  6.941  259.2    6.0   4.98   5932.9  0.023T 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    0.499
        M   2.00 Fb     0.118   -0.043   -0.192
 
  2   2 E  42.00 Ft     0.456    0.628    0.790
        M  10.00 Fb     0.050   -0.089   -0.217
 
  3   2 E  40.00 Ft     0.774    0.921    1.057
        M   8.00 Fb     0.000   -0.118   -0.224
 
  4   2 E  38.00 Ft     1.070    1.191    1.301
        M   6.00 Fb    -0.030   -0.127   -0.213
 
  5   2 E  36.00 Ft     1.343    1.437    1.522
        M   4.00 Fb    -0.042   -0.118   -0.184
 
  6   2 E  34.00 Ft     1.592    1.661    1.719
        M   2.00 Fb    -0.036   -0.090   -0.135
 
  7   2 E   8.00 Ft     1.567    1.636    1.696
        M   8.00 Fb     0.194    0.138    0.089
 
  8   2 E   8.00 Ft     1.542    1.612    1.673
        M   8.00 Fb     0.424    0.365    0.314
 
  9   2 E   8.00 Ft     1.517    1.588    1.649
        M   8.00 Fb     0.653    0.593    0.539
 
 10   2 E   8.00 Ft     1.492    1.563    1.626
        M   8.00 Fb     0.883    0.821    0.764
 
 11   2 E   6.00 Ft     1.443    1.516    1.579
        M   6.00 Fb     1.131    1.068    1.007
 
 12   2 E   6.00 Ft     1.395    1.468    1.533
        M   6.00 Fb     1.379    1.314    1.250
 
 13   2 E   6.00 Ft     1.395    1.420    1.486
        M   6.00 Fb     1.379    1.562    1.495
 
 14   2 E   6.00 Ft     1.347    1.373    1.440
        M   6.00 Fb     1.627    1.808    1.738
 
 15   2 E   6.00 Ft     1.299    1.325    1.393
        M   6.00 Fb     1.876    2.055    1.981
 
 16   2 E   6.00 Ft     1.251    1.278    1.347
        M   6.00 Fb     2.124    2.301    2.225
 
 17   2 E   4.00 Ft     1.179    1.207    1.277
        M   4.00 Fb     2.391    2.566    2.486
 
 18   2 E   4.00 Ft     1.179    1.207    1.207
        M   4.00 Fb     2.391    2.566    2.749
 
 19   2 E   4.00 Ft     1.108    1.137    1.138
        M   4.00 Fb     2.658    2.831    3.011
 
 20   2 E   4.00 Ft     1.108    1.137    1.068
        M   4.00 Fb     2.658    2.831    3.274
 
 21   2 E   4.00 Ft     1.037    1.066    0.999
        M   4.00 Fb     2.925    3.096    3.536
 
 22   2 E   4.00 Ft     0.965    0.995    0.929
        M   4.00 Fb     3.192    3.361    3.797
 
 23   2 E   2.00 Ft     0.871    0.902    0.837
        M   2.00 Fb     3.478    3.645    4.077
 
 24   2 E   2.00 Ft     0.777    0.808    0.744
        M   2.00 Fb     3.764    3.929    4.357
 
 25   2 E   2.00 Ft     0.682    0.714    0.652
        M   2.00 Fb     4.049    4.212    4.637
 
 26   2 E   2.00 Ft     0.587    0.620    0.559
        M   2.00 Fb     4.337    4.498    4.919
 
 27   2 E   2.00 Ft     0.493    0.526    0.466
        M   2.00 Fb     4.623    4.781    5.199
 
 

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: 0.35 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: 15.19 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.146   0.1L/0.9L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.492       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)                 10910.59     9801.96     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   1.457     Midspan    2.025   0.324     Midspan
    Pre.Top:   6.000   4.718     Midspan    4.500   3.835     Midspan
    Pre.Bot:   6.000   3.570    Transfer    4.500   3.764    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  -0.599     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             4.000   2.708     Midspan
    Pre.Bot:                                                             4.000   1.695    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      :       8.155  1.80     14.679  2.20     17.941
Self Wt.       :      -3.436  1.85     -6.356  2.40     -8.246
Deck + Haunch  :                       -3.308  2.30     -7.609
DL-Prec. (DC)  :                       -0.682  3.00     -2.045
Diaphragm      :                       -0.014  3.00     -0.042
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.504  3.00     -1.512
DL-Comp. (DW)  :                       -0.264  3.00     -0.793
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       =  42.00 ft
Type      : I-Girder                            Curb-to-curb       =  38.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   8.75/  8.75 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  = 105.000 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       0.082      0.00       0.082  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)  : 0.660   (Calculated)    
Live Moment (1  lane  loaded)  : 0.451   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.151   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.931   (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           1330.1 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           452935 in4#
Ht. of c.g.           =        20.74 in             34.44 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1586.0 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    19.95    19.84    19.72    19.67    19.67
  MI(Ixx) , in4   179799   182818   182664   185256   187232   189477   190700   190700
Composite: (At Final, using Ec =  5772.5 ksi )
  Area    , in2   1339.2   1371.1   1369.5   1376.2   1376.2   1376.2   1376.2   1376.2
  Yb      ,  in    34.29    33.75    33.77    33.59    33.54    33.48    33.45    33.45
  MI(Ixx) , in4   457663   474440   473598   481366   485302   489494   491685   491685

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 0.35L ( 42.47 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      =     11.499 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.374 ft
Holddown Force        =  26.659 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)       
--------------------------------------------------------------------------------------
      6553.493         740 4849.584     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                                   -8.15 ksi    0.00 ksi
    due to Composite Loads                                 -2.79 ksi    0.00 ksi
    due to Live Loads                                      -6.62 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 %)             9.98 ksi ( 5.09 %)
Total Prestress Losses                                    30.71 ksi (15.65 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.2 ksi < 0.75 fpu, OK 
     initial fpe = 165.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    16.1    15.3    72.8   133.1   176.2   202.0   210.7
DC(Max)     V       7.0     6.7     6.8     5.7     4.3     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   118.9   113.1   538.5   984.4  1302.9  1494.0  1557.7
Haunch (Max)V      51.9    49.9    50.0    42.0    31.5    21.0    10.5     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    21.3    20.3    96.7   176.7   233.9   268.2   279.6
DW(Max)     V       9.3     9.0     9.0     7.5     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   190.4   181.1   858.3  1556.8  2039.9  2327.9  2409.1
            V     145.9   141.9   142.1   126.4   106.4    86.5    58.5    38.6
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   145.9   141.9   142.1   126.4   107.9    90.2    73.5    57.6
            M       0.0   187.8   178.7   830.8  1459.2  1847.8  2015.3  1980.0
Total     : M+      0.0   486.9   463.1  2201.8  4013.4  5292.4  6059.1  6301.9
            V     275.4   266.4   266.8   231.2   185.1   139.0    84.9    38.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   275.4   266.4   266.8   231.2   186.6   142.8    99.9    57.8
            M       0.0   484.4   460.8  2174.4  3915.8  5100.3  5746.6  5872.9
 
                  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     202.0   176.2   133.1    72.8    15.3    16.1     0.0
DC(Max)     V       1.4     2.8     4.3     5.7     6.8     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1494.0  1302.9   984.4   538.5   113.1   118.9     0.0
Haunch (Max)V      10.5    21.0    31.5    42.0    50.0    49.9    51.9
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     268.2   233.9   176.7    96.7    20.3    21.3     0.0
DW(Max)     V       1.9     3.8     5.7     7.5     9.0     9.0     9.3
LL + I    : M+   2327.9  2039.9  1556.8   858.3   181.1   190.4     0.0
            V      58.5    86.5   106.4   126.4   142.1   141.9   145.9
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    73.5    90.2   107.9   126.4   142.1   141.9   145.9
            M    2015.3  1847.8  1459.2   830.8   178.7   187.8     0.0
Total     : M+   6059.1  5292.4  4013.4  2201.8   463.1   486.9     0.0
            V      84.9   139.0   185.1   231.2   266.8   266.4   275.4
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    99.9   142.8   186.6   231.2   266.8   266.4   275.4
            M    5746.6  5100.3  3915.8  2174.4   460.8   484.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.2             43.2
Deck+Haunch            51.9             51.9
Diaphragm               0.2              0.3
DL-Prec.(DC)            7.0              7.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           88.8             88.8
DL-Comp.(DW)           46.6             46.6
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    16.1    15.3    72.8   133.1   176.2   202.0   210.7
DC(Max)     V       7.0     6.7     6.8     5.7     4.3     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   118.9   113.1   538.5   984.4  1302.9  1494.0  1557.7
Haunch (Max)V      51.9    49.9    50.0    42.0    31.5    21.0    10.5     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    21.3    20.3    96.7   176.7   233.9   268.2   279.6
DW(Max)     V       9.3     9.0     9.0     7.5     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   152.3   144.9   686.6  1245.4  1631.9  1862.3  1927.2
            V     116.7   113.5   113.7   101.1    85.1    69.2    46.8    30.9
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   116.7   113.5   113.7   101.1    86.3    72.2    58.8    46.1
            M       0.0   150.3   143.0   664.7  1167.3  1478.3  1612.3  1584.0
Total     : M+      0.0   448.8   426.9  2030.2  3702.0  4884.4  5593.5  5820.1
            V     246.2   238.0   238.4   205.9   163.8   121.7    73.2    31.1
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   246.2   238.0   238.4   206.0   165.0   124.7    85.2    46.3
            M       0.0   446.8   425.0  2008.2  3623.9  4730.8  5343.5  5476.8
 
                  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     202.0   176.2   133.1    72.8    15.3    16.1     0.0
DC(Max)     V       1.4     2.8     4.3     5.7     6.8     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1494.0  1302.9   984.4   538.5   113.1   118.9     0.0
Haunch (Max)V      10.5    21.0    31.5    42.0    50.0    49.9    51.9
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     268.2   233.9   176.7    96.7    20.3    21.3     0.0
DW(Max)     V       1.9     3.8     5.7     7.5     9.0     9.0     9.3
LL + I    : M+   1862.3  1631.9  1245.4   686.6   144.9   152.3     0.0
            V      46.8    69.2    85.1   101.1   113.7   113.5   116.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    58.8    72.2    86.3   101.1   113.7   113.5   116.7
            M    1612.3  1478.3  1167.3   664.7   143.0   150.3     0.0
Total     : M+   5593.5  4884.4  3702.0  2030.2   426.9   448.8     0.0
            V      73.2   121.7   163.8   205.9   238.4   238.0   246.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    85.2   124.7   165.0   206.0   238.4   238.0   246.2
            M    5343.5  4730.8  3623.9  2008.2   425.0   446.8     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   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    20.1    19.1    91.0   166.4   220.2   252.6   263.3
DC(Max)     V       8.8     8.4     8.5     7.1     5.3     3.5     1.8     0.0
DL-Prec.  : M       0.0    14.5    13.8    65.5   119.8   158.6   181.8   189.6
DC(Min)     V       6.3     6.1     6.1     5.1     3.8     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
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   148.6   141.3   673.2  1230.5  1628.6  1867.5  1947.1
Haunch (Max)V      64.9    62.4    62.5    52.5    39.4    26.2    13.1     0.0
Deck +    : M       0.0   107.0   101.8   484.7   886.0  1172.6  1344.6  1401.9
Haunch (Min)V      46.7    44.9    45.0    37.8    28.3    18.9     9.4     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    32.0    30.4   145.0   265.1   350.8   402.3   419.4
DW(Max)     V      14.0    13.4    13.5    11.3     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    13.9    13.2    62.8   114.9   152.0   174.3   181.7
DW(Min)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   333.1   316.9  1502.0  2724.4  3569.9  4073.8  4215.8
            V     255.2   248.3   248.6   221.2   186.2   151.3   102.4    67.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   255.2   248.3   248.7   221.3   188.8   157.9   128.6   100.8
            M       0.0   328.7   312.7  1454.0  2553.5  3233.7  3526.8  3465.0
Total     : M+      0.0   709.1   674.5  3205.6  5839.3  7693.9  8804.9  9151.8
            V     419.5   406.1   406.8   354.1   286.0   217.9   135.9    67.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   419.5   406.2   406.8   354.1   288.6   224.5   162.0   101.1
            M       0.0   704.7   670.4  3157.6  5668.5  7357.8  8257.9  8401.0
 
                  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     252.6   220.2   166.4    91.0    19.1    20.1     0.0
DC(Max)     V       1.8     3.5     5.3     7.1     8.5     8.4     8.8
DL-Prec.  : M     181.8   158.6   119.8    65.5    13.8    14.5     0.0
DC(Min)     V       1.3     2.6     3.8     5.1     6.1     6.1     6.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1867.5  1628.6  1230.5   673.2   141.3   148.6     0.0
Haunch (Max)V      13.1    26.2    39.4    52.5    62.5    62.4    64.9
Deck +    : M    1344.6  1172.6   886.0   484.7   101.8   107.0     0.0
Haunch (Min)V       9.4    18.9    28.3    37.8    45.0    44.9    46.7
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     402.3   350.8   265.1   145.0    30.4    32.0     0.0
DW(Max)     V       2.8     5.7     8.5    11.3    13.5    13.4    14.0
DL-Comp   : M     174.3   152.0   114.9    62.8    13.2    13.9     0.0
DW(Min)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
LL + I    : M+   4073.8  3569.9  2724.4  1502.0   316.9   333.1     0.0
            V     102.4   151.3   186.2   221.2   248.6   248.3   255.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   128.6   157.9   188.8   221.3   248.7   248.3   255.2
            M    3526.8  3233.7  2553.5  1454.0   312.7   328.7     0.0
Total     : M+   8804.9  7693.9  5839.3  3205.6   674.5   709.1     0.0
            V     135.9   217.9   286.0   354.1   406.8   406.1   419.5
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   162.0   224.5   288.6   354.1   406.8   406.2   419.5
            M    8257.9  7357.8  5668.5  3157.6   670.4   704.7     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               54.0             54.0
Deck+Haunch            64.9             64.9
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.8              8.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          111.0            111.0
DL-Comp.(DW)           69.9             69.9
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    16.1    15.3    72.8   133.1   176.2   202.0   210.7
DC(Max)     V       7.0     6.7     6.8     5.7     4.3     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   118.9   113.1   538.5   984.4  1302.9  1494.0  1557.7
Haunch (Max)V      51.9    49.9    50.0    42.0    31.5    21.0    10.5     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    21.3    20.3    96.7   176.7   233.9   268.2   279.6
DW(Max)     V       9.3     9.0     9.0     7.5     5.7     3.8     1.9     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   125.6   119.5   560.5   999.2  1305.2  1468.6  1473.4
            V     114.4   111.7   111.8   101.0    87.5    66.2    52.7    39.2
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   114.4   111.7   111.8   101.0    87.5    74.0    60.5    47.0
            M       0.0   125.6   119.5   560.5   999.2  1279.5  1401.3  1364.5
Total     : M+      0.0   422.1   401.5  1904.0  3455.9  4557.7  5199.8  5366.2
            V     244.0   236.2   236.6   205.8   166.1   118.7    79.1    39.5
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   244.0   236.2   236.6   205.8   166.1   126.5    86.9    47.2
            M       0.0   422.1   401.5  1904.0  3455.9  4532.0  5132.5  5257.4
 
                  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
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     202.0   176.2   133.1    72.8    15.3    16.1     0.0
DC(Max)     V       1.4     2.8     4.3     5.7     6.8     6.7     7.0
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    1494.0  1302.9   984.4   538.5   113.1   118.9     0.0
Haunch (Max)V      10.5    21.0    31.5    42.0    50.0    49.9    51.9
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     268.2   233.9   176.7    96.7    20.3    21.3     0.0
DW(Max)     V       1.9     3.8     5.7     7.5     9.0     9.0     9.3
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+   1468.6  1305.2   999.2   560.5   119.5   125.6     0.0
            V      52.7    66.2    87.5   101.0   111.8   111.7   114.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    60.5    74.0    87.5   101.0   111.8   111.7   114.4
            M    1401.3  1279.5   999.2   560.5   119.5   125.6     0.0
Total     : M+   5199.8  4557.7  3455.9  1904.0   401.5   422.1     0.0
            V      79.1   118.7   166.1   205.8   236.6   236.2   244.0
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    86.9   126.5   166.1   205.8   236.6   236.2   244.0
            M    5132.5  4532.0  3455.9  1904.0   401.5   422.1     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.209   0.774   1.369   1.783   2.029   2.114   1.926 
Bottom        -0.169  -0.617  -1.079  -1.391  -1.575  -1.641  -1.499 
 
Prestress
Precast-top    0.284  -0.249  -0.716  -1.171  -1.394  -1.394  -1.394 
Bottom         4.792   5.763   6.104   6.428   6.584   6.584   6.584 
 
Total
Precast-top    0.492   0.526   0.653   0.612   0.635   0.720   0.532 
Bottom         4.623   5.146   5.024   5.037   5.008   4.943   5.084 


 
 
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   0.022   0.106   0.192   0.253   0.289   0.302 
Precast-top    0.077   0.644   0.620   1.590   2.664   3.304   3.727   3.941 
Bottom         0.959   3.756   3.623   3.346   2.351   1.754   1.371   1.185 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.209   0.774   1.369   1.783   2.029   2.114   1.926 
Bottom        -0.169  -0.617  -1.079  -1.391  -1.575  -1.641  -1.499 
 
Prestress
Precast-top    0.284  -0.249  -0.716  -1.171  -1.394  -1.394  -1.394 
Bottom         4.792   5.763   6.104   6.428   6.584   6.584   6.584 
 
Total
Precast-top    0.492   0.526   0.653   0.612   0.635   0.720   0.532 
Bottom         4.623   5.146   5.024   5.037   5.008   4.943   5.084 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 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   0.059   0.056   0.264   0.470   0.613   0.690   0.698 
Precast-top    0.038   0.358   0.344   0.954   1.615   2.021   2.277   2.386 
Bottom         0.479   1.771   1.709   1.203   0.347  -0.194  -0.514  -0.611 
 

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
    419.5    6.5   48.5    1.205   5.1   6.00e-3 50.0    433.8     2.154    4.693      0.00
      0.0    1.0   48.0     41.9 0.148      27.2 0.87    12.00     0.130    1.685 
Transfer:   3.00
    406.2    6.5   48.4    5.722  22.9  -0.08e-3 28.7    275.2     0.652    1.760      0.00
    704.7    4.4   46.2    189.0 0.143     153.2 5.10    12.00     0.130    1.715 
Critical:   4.50
    397.5    6.5   48.4    6.248  22.9  -0.11e-3 28.6    262.7     0.623    1.760      0.00
   1112.9    4.9   46.0    189.0 0.140     156.0 5.22    12.00     0.130    1.744 
0.1L    :  12.13
    354.1    6.5   47.6    9.895  22.9  -0.16e-3 28.4    214.0     0.526    0.827      0.00
   3157.6    7.3   44.0    189.0 0.130     156.6 5.48    12.00     0.130    1.311 
0.2L    :  24.27
    288.6    6.5   45.7   11.718  22.9  -0.08e-3 28.7    158.4     0.413    0.620      0.00
   5668.5    7.4   42.0    189.0 0.109     139.3 5.10    24.00     0.130    1.248 
0.3L    :  36.40
    224.5    6.5   47.4   11.718  22.9   0.02e-3 29.1     92.3     0.235    0.413      0.00
   7357.8    7.5   43.7    189.0 0.080     134.3 4.73    24.00     0.130    1.281 
0.4L    :  48.53
    162.0    6.5   48.3   11.718   0.0   0.51e-3 30.8     79.7     0.213    0.413      0.00
   8257.9    7.5   44.6    189.0 0.062     100.3 3.47    24.00     0.130    1.415 
0.5L    :  60.67
    101.1    6.5   48.3   11.718   0.0   0.45e-3 30.6      8.2     0.130    0.413      0.00
   8401.0    7.5   44.6    189.0 0.039     104.1 3.60    24.00     0.130    2.315 
0.6L    :  72.80
    162.0    6.5   48.3   11.718   0.0   0.51e-3 30.8     79.7     0.213    0.413      0.00
   8257.9    7.5   44.6    189.0 0.062     100.3 3.47    24.00     0.130    1.415 
0.7L    :  84.93
    224.5    6.5   47.4   11.718  22.9   0.02e-3 29.1     92.3     0.235    0.413      0.00
   7357.8    7.5   43.7    189.0 0.080     134.3 4.73    24.00     0.130    1.281 
0.8L    :  97.06
    288.6    6.5   45.7   11.718  22.9  -0.08e-3 28.7    158.4     0.413    0.620      0.00
   5668.5    7.4   42.0    189.0 0.109     139.3 5.10    24.00     0.130    1.248 
0.9L    : 109.20
    354.1    6.5   47.6    9.895  22.9  -0.16e-3 28.4    214.0     0.526    0.827      0.00
   3157.6    7.3   44.0    189.0 0.130     156.6 5.48    12.00     0.130    1.311 
Critical: 116.83
    397.5    6.5   48.4    6.246  22.9  -0.11e-3 28.6    262.7     0.624    1.760      0.00
   1111.5    4.9   46.0    189.0 0.140     156.0 5.22    12.00     0.130    1.744 
Transfer: 118.33
    406.2    6.5   48.4    5.722  22.9  -0.08e-3 28.7    275.2     0.652    1.760      0.00
    704.7    4.4   46.2    189.0 0.143     153.2 5.10    12.00     0.130    1.715 
Bearing : 120.67
    419.5    6.5   48.5    1.205   5.1   6.00e-3 50.0    433.8     2.154    4.693      0.00
      0.0    1.0   48.0     41.9 0.148      27.2 0.87    12.00     0.130    1.685 
 

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 EXCLUDED from 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
    291.4      6.75     48.51    1.01       48.01    24.00      0.340      1.398      0.000      0.000*
Transfer:      2.33
    283.1      6.80     48.45    4.45       46.23    24.00      0.340      1.418      0.000      1.760 
Critical:      3.83
    277.8      6.71     48.45    4.92       45.99    24.00      0.340      1.387      0.000      1.760 
0.1L    :     11.47
    250.5      6.32     47.65    7.26       44.02    24.00      0.340      1.258      0.000      0.827 
0.2L    :     23.60
    210.8      5.57     45.75    7.44       42.03    24.00      0.340      1.008      0.000      0.620 
0.3L    :     35.73
    172.6      4.39     47.44    7.46       43.71    24.00      0.340      0.612      0.000      0.413 
0.4L    :     47.87
    135.9      3.39     48.29    7.47       44.55    24.00      0.340      0.280      0.000      0.413 
0.5L    :     60.00
    100.8      2.51     48.29    7.47       44.55    24.00      0.340      0.000      0.000      0.413 
0.6L    :     72.13
    135.9      3.39     48.29    7.47       44.55    24.00      0.340      0.280      0.000      0.413 
0.7L    :     84.27
    172.6      4.39     47.44    7.46       43.71    24.00      0.340      0.612      0.000      0.413 
0.8L    :     96.40
    210.8      5.57     45.75    7.44       42.03    24.00      0.340      1.008      0.000      0.620 
0.9L    :    108.53
    250.5      6.32     47.65    7.26       44.02    24.00      0.340      1.258      0.000      0.827 
Critical:    116.17
    277.8      6.71     48.45    4.92       45.99    24.00      0.340      1.387      0.000      1.760 
Transfer:    117.67
    283.1      6.80     48.45    4.45       46.23    24.00      0.340      1.418      0.000      1.760 
Bearing :    120.00
    291.4      6.75     48.51    1.01       48.01    24.00      0.340      1.398      0.000      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      :       2.908  1.80      5.234  2.20      6.397
Self Wt.       :      -1.110  1.85     -2.054  2.40     -2.665
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.797            3.180            3.732
 
At 0.2 x L = 23.60 ft
Prestress      :       5.208  1.80      9.375  2.20     11.458
Self Wt.       :      -2.078  1.85     -3.845  2.40     -4.988
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          :       3.130            5.530            6.470
 
At 0.3 x L = 35.73 ft
Prestress      :       6.828  1.80     12.290  2.20     15.021
Self Wt.       :      -2.812  1.85     -5.202  2.40     -6.748
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          :       4.016            7.088            8.272
 
At 0.4 x L = 47.87 ft
Prestress      :       7.804  1.80     14.048  2.20     17.170
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          :       4.533            7.995            9.317
 
At 0.5 x L = 60.00 ft
Prestress      :       8.155  1.80     14.679  2.20     17.941
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          :       4.719            8.323            9.695
 
At 0.6 x L = 72.13 ft
Prestress      :       7.804  1.80     14.048  2.20     17.170
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          :       4.533            7.995            9.317
 
At 0.7 x L = 84.27 ft
Prestress      :       6.828  1.80     12.290  2.20     15.021
Self Wt.       :      -2.812  1.85     -5.202  2.40     -6.748
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          :       4.016            7.088            8.272
 
At 0.8 x L = 96.40 ft
Prestress      :       5.208  1.80      9.375  2.20     11.458
Self Wt.       :      -2.078  1.85     -3.845  2.40     -4.988
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          :       3.130            5.530            6.470
 
At 0.9 x L = 108.53 ft
Prestress      :       2.908  1.80      5.234  2.20      6.397
Self Wt.       :      -1.110  1.85     -2.054  2.40     -2.665
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.797            3.180            3.732
 

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
   709.1    42.1  6.863  260.3    5.4   4.45   5930.9  0.026T 1.00       -       -     -     -  
H/2     :   2.22
   674.5    42.0  6.597  260.7    5.2   4.28   5718.2  0.027T 1.00       -       -     -     -  
0.1L    :  11.47
  3205.6    43.7 11.438  254.8    8.8   7.26   9733.6  0.015T 1.00       -       -     -     -  
0.2L    :  23.60
  5839.3    45.8 11.718  255.2    9.0   7.44  10471.7  0.014T 1.00    428.2   428.2   24.46    -  
0.3L    :  35.73
  7693.9    47.4 11.718  255.7    9.0   7.46  10912.7  0.014T 1.00    136.8   136.8   79.76    -  
0.4L    :  47.87
  8804.9    48.3 11.718  255.9    9.0   7.47  11133.4  0.014T 1.00    -35.0   -35.0 -318.40  1.26*
0.5L    :  60.00
  9151.8    48.3 11.718  255.9    9.0   7.47  11133.4  0.014T 1.00   -101.2  -101.2 -110.05  1.22*
0.6L    :  72.13
  8804.9    48.3 11.718  255.9    9.0   7.47  11133.4  0.014T 1.00    -35.0   -35.0 -318.40  1.26*
0.7L    :  84.27
  7693.9    47.4 11.718  255.7    9.0   7.46  10912.7  0.014T 1.00    136.8   136.8   79.76    -  
0.8L    :  96.40
  5839.3    45.8 11.718  255.2    9.0   7.44  10471.7  0.014T 1.00    428.2   428.2   24.46    -  
0.9L    : 108.53
  3205.6    43.7 11.438  254.8    8.8   7.26   9733.6  0.015T 1.00    872.6   872.6   11.15    -  
H/2     : 117.78
   674.5    42.0  6.597  260.7    5.2   4.28   5718.2  0.027T 1.00       -       -     -     -  
Transfer: 117.67
   709.1    42.1  6.863  260.3    5.4   4.45   5930.9  0.026T 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    0.499
        M   2.00 Fb     0.118   -0.043   -0.192
 
  2   2 E  42.00 Ft     0.456    0.628    0.790
        M  10.00 Fb     0.050   -0.089   -0.217
 
  3   2 E  40.00 Ft     0.774    0.921    1.057
        M   8.00 Fb     0.000   -0.118   -0.224
 
  4   2 E  38.00 Ft     1.070    1.191    1.301
        M   6.00 Fb    -0.030   -0.127   -0.213
 
  5   2 E  36.00 Ft     1.343    1.437    1.522
        M   4.00 Fb    -0.042   -0.118   -0.184
 
  6   2 E  34.00 Ft     1.592    1.661    1.719
        M   2.00 Fb    -0.036   -0.090   -0.135
 
  7   2 E   8.00 Ft     1.567    1.636    1.696
        M   8.00 Fb     0.194    0.138    0.089
 
  8   2 E   8.00 Ft     1.542    1.612    1.673
        M   8.00 Fb     0.424    0.365    0.314
 
  9   2 E   8.00 Ft     1.517    1.588    1.649
        M   8.00 Fb     0.653    0.593    0.539
 
 10   2 E   8.00 Ft     1.492    1.563    1.626
        M   8.00 Fb     0.883    0.821    0.764
 
 11   2 E   6.00 Ft     1.443    1.516    1.579
        M   6.00 Fb     1.131    1.068    1.007
 
 12   2 E   6.00 Ft     1.395    1.468    1.533
        M   6.00 Fb     1.379    1.314    1.250
 
 13   2 E   6.00 Ft     1.395    1.420    1.486
        M   6.00 Fb     1.379    1.562    1.495
 
 14   2 E   6.00 Ft     1.347    1.373    1.440
        M   6.00 Fb     1.627    1.808    1.738
 
 15   2 E   6.00 Ft     1.299    1.325    1.393
        M   6.00 Fb     1.876    2.055    1.981
 
 16   2 E   6.00 Ft     1.251    1.278    1.347
        M   6.00 Fb     2.124    2.301    2.225
 
 17   2 E   4.00 Ft     1.179    1.207    1.277
        M   4.00 Fb     2.391    2.566    2.486
 
 18   2 E   4.00 Ft     1.179    1.207    1.207
        M   4.00 Fb     2.391    2.566    2.749
 
 19   2 E   4.00 Ft     1.108    1.137    1.138
        M   4.00 Fb     2.658    2.831    3.011
 
 20   2 E   4.00 Ft     1.108    1.137    1.068
        M   4.00 Fb     2.658    2.831    3.274
 
 21   2 E   4.00 Ft     1.037    1.066    0.999
        M   4.00 Fb     2.925    3.096    3.536
 
 22   2 E   4.00 Ft     0.965    0.995    0.929
        M   4.00 Fb     3.192    3.361    3.797
 
 23   2 E   2.00 Ft     0.871    0.902    0.837
        M   2.00 Fb     3.478    3.645    4.077
 
 24   2 E   2.00 Ft     0.777    0.808    0.744
        M   2.00 Fb     3.764    3.929    4.357
 
 25   2 E   2.00 Ft     0.682    0.714    0.652
        M   2.00 Fb     4.049    4.212    4.637
 
 26   2 E   2.00 Ft     0.587    0.620    0.559
        M   2.00 Fb     4.337    4.498    4.919
 
 27   2 E   2.00 Ft     0.493    0.526    0.466
        M   2.00 Fb     4.623    4.781    5.199
 
 

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: 0.35 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: 15.65 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.146   0.1L/0.9L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.492       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)                 11133.36     9151.80     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   0.302     Midspan
    Pre.Top:   6.000  -0.000     Bearing    4.500   3.941     Midspan
    Pre.Bot:   6.000  -0.000     Bearing    4.500   3.756    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   2.386     Midspan
    Pre.Bot:                                                             4.000   1.771    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      :       8.155  1.80     14.679  2.20     17.941
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          :       4.719            8.323            9.695
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  42.00 ft
Type      : I-Girder                            Curb-to-curb       =  38.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   8.75/  8.75 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  = 105.000 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       0.082      0.00       0.082  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)  : 0.660   (Calculated)    
Live Moment (1  lane  loaded)  : 0.451   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.151   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.931   (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           1330.1 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           452935 in4#
Ht. of c.g.           =        20.74 in             34.44 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1586.0 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    19.95    19.84    19.72    19.67    19.67
  MI(Ixx) , in4   179799   182818   182664   185256   187232   189477   190700   190700
Composite: (At Final, using Ec =  5772.5 ksi )
  Area    , in2   1339.2   1371.1   1369.5   1376.2   1376.2   1376.2   1376.2   1376.2
  Yb      ,  in    34.29    33.75    33.77    33.59    33.54    33.48    33.45    33.45
  MI(Ixx) , in4   457663   474440   473598   481366   485302   489494   491685   491685

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 0.35L ( 42.47 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      =     11.499 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.374 ft
Holddown Force        =  26.659 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)       
--------------------------------------------------------------------------------------
      6553.493         740 4849.584     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                                   -8.15 ksi    0.00 ksi
    due to Composite Loads                                 -2.79 ksi    0.00 ksi
    due to Live Loads                                      -6.62 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 %)             9.98 ksi ( 5.09 %)
Total Prestress Losses                                    30.71 ksi (15.65 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.2 ksi < 0.75 fpu, OK 
     initial fpe = 165.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    16.1    15.3    72.8   133.1   176.2   202.0   210.7
DC(Max)     V       7.0     6.7     6.8     5.7     4.3     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   118.9   113.1   538.5   984.4  1302.9  1494.0  1557.7
Haunch (Max)V      51.9    49.9    50.0    42.0    31.5    21.0    10.5     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    21.3    20.3    96.7   176.7   233.9   268.2   279.6
DW(Max)     V       9.3     9.0     9.0     7.5     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   190.4   181.1   858.3  1556.8  2039.9  2327.9  2409.1
            V     145.9   141.9   142.1   126.4   106.4    86.5    58.5    38.6
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   145.9   141.9   142.1   126.4   107.9    90.2    73.5    57.6
            M       0.0   187.8   178.7   830.8  1459.2  1847.8  2015.3  1980.0
Total     : M+      0.0   486.9   463.1  2201.8  4013.4  5292.4  6059.1  6301.9
            V     275.4   266.4   266.8   231.2   185.1   139.0    84.9    38.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   275.4   266.4   266.8   231.2   186.6   142.8    99.9    57.8
            M       0.0   484.4   460.8  2174.4  3915.8  5100.3  5746.6  5872.9
 
                  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     202.0   176.2   133.1    72.8    15.3    16.1     0.0
DC(Max)     V       1.4     2.8     4.3     5.7     6.8     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1494.0  1302.9   984.4   538.5   113.1   118.9     0.0
Haunch (Max)V      10.5    21.0    31.5    42.0    50.0    49.9    51.9
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     268.2   233.9   176.7    96.7    20.3    21.3     0.0
DW(Max)     V       1.9     3.8     5.7     7.5     9.0     9.0     9.3
LL + I    : M+   2327.9  2039.9  1556.8   858.3   181.1   190.4     0.0
            V      58.5    86.5   106.4   126.4   142.1   141.9   145.9
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    73.5    90.2   107.9   126.4   142.1   141.9   145.9
            M    2015.3  1847.8  1459.2   830.8   178.7   187.8     0.0
Total     : M+   6059.1  5292.4  4013.4  2201.8   463.1   486.9     0.0
            V      84.9   139.0   185.1   231.2   266.8   266.4   275.4
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    99.9   142.8   186.6   231.2   266.8   266.4   275.4
            M    5746.6  5100.3  3915.8  2174.4   460.8   484.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.2             43.2
Deck+Haunch            51.9             51.9
Diaphragm               0.2              0.3
DL-Prec.(DC)            7.0              7.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           88.8             88.8
DL-Comp.(DW)           46.6             46.6
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    16.1    15.3    72.8   133.1   176.2   202.0   210.7
DC(Max)     V       7.0     6.7     6.8     5.7     4.3     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   118.9   113.1   538.5   984.4  1302.9  1494.0  1557.7
Haunch (Max)V      51.9    49.9    50.0    42.0    31.5    21.0    10.5     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    21.3    20.3    96.7   176.7   233.9   268.2   279.6
DW(Max)     V       9.3     9.0     9.0     7.5     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   152.3   144.9   686.6  1245.4  1631.9  1862.3  1927.2
            V     116.7   113.5   113.7   101.1    85.1    69.2    46.8    30.9
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   116.7   113.5   113.7   101.1    86.3    72.2    58.8    46.1
            M       0.0   150.3   143.0   664.7  1167.3  1478.3  1612.3  1584.0
Total     : M+      0.0   448.8   426.9  2030.2  3702.0  4884.4  5593.5  5820.1
            V     246.2   238.0   238.4   205.9   163.8   121.7    73.2    31.1
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   246.2   238.0   238.4   206.0   165.0   124.7    85.2    46.3
            M       0.0   446.8   425.0  2008.2  3623.9  4730.8  5343.5  5476.8
 
                  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     202.0   176.2   133.1    72.8    15.3    16.1     0.0
DC(Max)     V       1.4     2.8     4.3     5.7     6.8     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1494.0  1302.9   984.4   538.5   113.1   118.9     0.0
Haunch (Max)V      10.5    21.0    31.5    42.0    50.0    49.9    51.9
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     268.2   233.9   176.7    96.7    20.3    21.3     0.0
DW(Max)     V       1.9     3.8     5.7     7.5     9.0     9.0     9.3
LL + I    : M+   1862.3  1631.9  1245.4   686.6   144.9   152.3     0.0
            V      46.8    69.2    85.1   101.1   113.7   113.5   116.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    58.8    72.2    86.3   101.1   113.7   113.5   116.7
            M    1612.3  1478.3  1167.3   664.7   143.0   150.3     0.0
Total     : M+   5593.5  4884.4  3702.0  2030.2   426.9   448.8     0.0
            V      73.2   121.7   163.8   205.9   238.4   238.0   246.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    85.2   124.7   165.0   206.0   238.4   238.0   246.2
            M    5343.5  4730.8  3623.9  2008.2   425.0   446.8     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   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    20.1    19.1    91.0   166.4   220.2   252.6   263.3
DC(Max)     V       8.8     8.4     8.5     7.1     5.3     3.5     1.8     0.0
DL-Prec.  : M       0.0    14.5    13.8    65.5   119.8   158.6   181.8   189.6
DC(Min)     V       6.3     6.1     6.1     5.1     3.8     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
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   148.6   141.3   673.2  1230.5  1628.6  1867.5  1947.1
Haunch (Max)V      64.9    62.4    62.5    52.5    39.4    26.2    13.1     0.0
Deck +    : M       0.0   107.0   101.8   484.7   886.0  1172.6  1344.6  1401.9
Haunch (Min)V      46.7    44.9    45.0    37.8    28.3    18.9     9.4     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    32.0    30.4   145.0   265.1   350.8   402.3   419.4
DW(Max)     V      14.0    13.4    13.5    11.3     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    13.9    13.2    62.8   114.9   152.0   174.3   181.7
DW(Min)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   333.1   316.9  1502.0  2724.4  3569.9  4073.8  4215.8
            V     255.2   248.3   248.6   221.2   186.2   151.3   102.4    67.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   255.2   248.3   248.7   221.3   188.8   157.9   128.6   100.8
            M       0.0   328.7   312.7  1454.0  2553.5  3233.7  3526.8  3465.0
Total     : M+      0.0   709.1   674.5  3205.6  5839.3  7693.9  8804.9  9151.8
            V     419.5   406.1   406.8   354.1   286.0   217.9   135.9    67.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   419.5   406.2   406.8   354.1   288.6   224.5   162.0   101.1
            M       0.0   704.7   670.4  3157.6  5668.5  7357.8  8257.9  8401.0
 
                  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     252.6   220.2   166.4    91.0    19.1    20.1     0.0
DC(Max)     V       1.8     3.5     5.3     7.1     8.5     8.4     8.8
DL-Prec.  : M     181.8   158.6   119.8    65.5    13.8    14.5     0.0
DC(Min)     V       1.3     2.6     3.8     5.1     6.1     6.1     6.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1867.5  1628.6  1230.5   673.2   141.3   148.6     0.0
Haunch (Max)V      13.1    26.2    39.4    52.5    62.5    62.4    64.9
Deck +    : M    1344.6  1172.6   886.0   484.7   101.8   107.0     0.0
Haunch (Min)V       9.4    18.9    28.3    37.8    45.0    44.9    46.7
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     402.3   350.8   265.1   145.0    30.4    32.0     0.0
DW(Max)     V       2.8     5.7     8.5    11.3    13.5    13.4    14.0
DL-Comp   : M     174.3   152.0   114.9    62.8    13.2    13.9     0.0
DW(Min)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
LL + I    : M+   4073.8  3569.9  2724.4  1502.0   316.9   333.1     0.0
            V     102.4   151.3   186.2   221.2   248.6   248.3   255.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   128.6   157.9   188.8   221.3   248.7   248.3   255.2
            M    3526.8  3233.7  2553.5  1454.0   312.7   328.7     0.0
Total     : M+   8804.9  7693.9  5839.3  3205.6   674.5   709.1     0.0
            V     135.9   217.9   286.0   354.1   406.8   406.1   419.5
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   162.0   224.5   288.6   354.1   406.8   406.2   419.5
            M    8257.9  7357.8  5668.5  3157.6   670.4   704.7     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               54.0             54.0
Deck+Haunch            64.9             64.9
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.8              8.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          111.0            111.0
DL-Comp.(DW)           69.9             69.9
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    16.1    15.3    72.8   133.1   176.2   202.0   210.7
DC(Max)     V       7.0     6.7     6.8     5.7     4.3     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   118.9   113.1   538.5   984.4  1302.9  1494.0  1557.7
Haunch (Max)V      51.9    49.9    50.0    42.0    31.5    21.0    10.5     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    21.3    20.3    96.7   176.7   233.9   268.2   279.6
DW(Max)     V       9.3     9.0     9.0     7.5     5.7     3.8     1.9     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   125.6   119.5   560.5   999.2  1305.2  1468.6  1473.4
            V     114.4   111.7   111.8   101.0    87.5    66.2    52.7    39.2
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   114.4   111.7   111.8   101.0    87.5    74.0    60.5    47.0
            M       0.0   125.6   119.5   560.5   999.2  1279.5  1401.3  1364.5
Total     : M+      0.0   422.1   401.5  1904.0  3455.9  4557.7  5199.8  5366.2
            V     244.0   236.2   236.6   205.8   166.1   118.7    79.1    39.5
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   244.0   236.2   236.6   205.8   166.1   126.5    86.9    47.2
            M       0.0   422.1   401.5  1904.0  3455.9  4532.0  5132.5  5257.4
 
                  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
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     202.0   176.2   133.1    72.8    15.3    16.1     0.0
DC(Max)     V       1.4     2.8     4.3     5.7     6.8     6.7     7.0
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    1494.0  1302.9   984.4   538.5   113.1   118.9     0.0
Haunch (Max)V      10.5    21.0    31.5    42.0    50.0    49.9    51.9
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     268.2   233.9   176.7    96.7    20.3    21.3     0.0
DW(Max)     V       1.9     3.8     5.7     7.5     9.0     9.0     9.3
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+   1468.6  1305.2   999.2   560.5   119.5   125.6     0.0
            V      52.7    66.2    87.5   101.0   111.8   111.7   114.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    60.5    74.0    87.5   101.0   111.8   111.7   114.4
            M    1401.3  1279.5   999.2   560.5   119.5   125.6     0.0
Total     : M+   5199.8  4557.7  3455.9  1904.0   401.5   422.1     0.0
            V      79.1   118.7   166.1   205.8   236.6   236.2   244.0
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    86.9   126.5   166.1   205.8   236.6   236.2   244.0
            M    5132.5  4532.0  3455.9  1904.0   401.5   422.1     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.209   0.774   1.369   1.783   2.029   2.114   1.926 
Bottom        -0.169  -0.617  -1.079  -1.391  -1.575  -1.641  -1.499 
 
Prestress
Precast-top    0.284  -0.249  -0.716  -1.171  -1.394  -1.394  -1.394 
Bottom         4.792   5.763   6.104   6.428   6.584   6.584   6.584 
 
Total
Precast-top    0.492   0.526   0.653   0.612   0.635   0.720   0.532 
Bottom         4.623   5.146   5.024   5.037   5.008   4.943   5.084 


 
 
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   0.022   0.106   0.192   0.253   0.289   0.302 
Precast-top    0.077   0.644   0.620   1.590   2.664   3.304   3.727   3.941 
Bottom         0.959   3.756   3.623   3.346   2.351   1.754   1.371   1.185 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.209   0.774   1.369   1.783   2.029   2.114   1.926 
Bottom        -0.169  -0.617  -1.079  -1.391  -1.575  -1.641  -1.499 
 
Prestress
Precast-top    0.284  -0.249  -0.716  -1.171  -1.394  -1.394  -1.394 
Bottom         4.792   5.763   6.104   6.428   6.584   6.584   6.584 
 
Total
Precast-top    0.492   0.526   0.653   0.612   0.635   0.720   0.532 
Bottom         4.623   5.146   5.024   5.037   5.008   4.943   5.084 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 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   0.059   0.056   0.264   0.470   0.613   0.690   0.698 
Precast-top    0.038   0.358   0.344   0.954   1.615   2.021   2.277   2.386 
Bottom         0.479   1.771   1.709   1.203   0.347  -0.194  -0.514  -0.611 
 

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
    419.5    6.5   48.5    1.205   5.1   6.00e-3 50.0    433.8     2.154    4.693      0.00
      0.0    1.0   48.0     41.9 0.148      27.2 0.87    12.00     0.130    1.685 
Transfer:   3.00
    406.2    6.5   48.4    5.722  22.9  -0.08e-3 28.7    275.2     0.652    1.760      0.00
    704.7    4.4   46.2    189.0 0.143     153.2 5.10    12.00     0.130    1.715 
Critical:   4.50
    397.5    6.5   48.4    6.248  22.9  -0.11e-3 28.6    262.7     0.623    1.760      0.00
   1112.9    4.9   46.0    189.0 0.140     156.0 5.22    12.00     0.130    1.744 
0.1L    :  12.13
    354.1    6.5   47.6    9.895  22.9  -0.16e-3 28.4    214.0     0.526    0.827      0.00
   3157.6    7.3   44.0    189.0 0.130     156.6 5.48    12.00     0.130    1.311 
0.2L    :  24.27
    288.6    6.5   45.7   11.718  22.9  -0.08e-3 28.7    158.4     0.413    0.620      0.00
   5668.5    7.4   42.0    189.0 0.109     139.3 5.10    24.00     0.130    1.248 
0.3L    :  36.40
    224.5    6.5   47.4   11.718  22.9   0.02e-3 29.1     92.3     0.235    0.413      0.00
   7357.8    7.5   43.7    189.0 0.080     134.3 4.73    24.00     0.130    1.281 
0.4L    :  48.53
    162.0    6.5   48.3   11.718   0.0   0.51e-3 30.8     79.7     0.213    0.413      0.00
   8257.9    7.5   44.6    189.0 0.062     100.3 3.47    24.00     0.130    1.415 
0.5L    :  60.67
    101.1    6.5   48.3   11.718   0.0   0.45e-3 30.6      8.2     0.130    0.413      0.00
   8401.0    7.5   44.6    189.0 0.039     104.1 3.60    24.00     0.130    2.315 
0.6L    :  72.80
    162.0    6.5   48.3   11.718   0.0   0.51e-3 30.8     79.7     0.213    0.413      0.00
   8257.9    7.5   44.6    189.0 0.062     100.3 3.47    24.00     0.130    1.415 
0.7L    :  84.93
    224.5    6.5   47.4   11.718  22.9   0.02e-3 29.1     92.3     0.235    0.413      0.00
   7357.8    7.5   43.7    189.0 0.080     134.3 4.73    24.00     0.130    1.281 
0.8L    :  97.06
    288.6    6.5   45.7   11.718  22.9  -0.08e-3 28.7    158.4     0.413    0.620      0.00
   5668.5    7.4   42.0    189.0 0.109     139.3 5.10    24.00     0.130    1.248 
0.9L    : 109.20
    354.1    6.5   47.6    9.895  22.9  -0.16e-3 28.4    214.0     0.526    0.827      0.00
   3157.6    7.3   44.0    189.0 0.130     156.6 5.48    12.00     0.130    1.311 
Critical: 116.83
    397.5    6.5   48.4    6.246  22.9  -0.11e-3 28.6    262.7     0.624    1.760      0.00
   1111.5    4.9   46.0    189.0 0.140     156.0 5.22    12.00     0.130    1.744 
Transfer: 118.33
    406.2    6.5   48.4    5.722  22.9  -0.08e-3 28.7    275.2     0.652    1.760      0.00
    704.7    4.4   46.2    189.0 0.143     153.2 5.10    12.00     0.130    1.715 
Bearing : 120.67
    419.5    6.5   48.5    1.205   5.1   6.00e-3 50.0    433.8     2.154    4.693      0.00
      0.0    1.0   48.0     41.9 0.148      27.2 0.87    12.00     0.130    1.685 
 

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 EXCLUDED from 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
    291.4      6.75     48.51    1.01       48.01    24.00      0.340      1.398      0.000      0.000*
Transfer:      2.33
    283.1      6.80     48.45    4.45       46.23    24.00      0.340      1.418      0.000      1.760 
Critical:      3.83
    277.8      6.71     48.45    4.92       45.99    24.00      0.340      1.387      0.000      1.760 
0.1L    :     11.47
    250.5      6.32     47.65    7.26       44.02    24.00      0.340      1.258      0.000      0.827 
0.2L    :     23.60
    210.8      5.57     45.75    7.44       42.03    24.00      0.340      1.008      0.000      0.620 
0.3L    :     35.73
    172.6      4.39     47.44    7.46       43.71    24.00      0.340      0.612      0.000      0.413 
0.4L    :     47.87
    135.9      3.39     48.29    7.47       44.55    24.00      0.340      0.280      0.000      0.413 
0.5L    :     60.00
    100.8      2.51     48.29    7.47       44.55    24.00      0.340      0.000      0.000      0.413 
0.6L    :     72.13
    135.9      3.39     48.29    7.47       44.55    24.00      0.340      0.280      0.000      0.413 
0.7L    :     84.27
    172.6      4.39     47.44    7.46       43.71    24.00      0.340      0.612      0.000      0.413 
0.8L    :     96.40
    210.8      5.57     45.75    7.44       42.03    24.00      0.340      1.008      0.000      0.620 
0.9L    :    108.53
    250.5      6.32     47.65    7.26       44.02    24.00      0.340      1.258      0.000      0.827 
Critical:    116.17
    277.8      6.71     48.45    4.92       45.99    24.00      0.340      1.387      0.000      1.760 
Transfer:    117.67
    283.1      6.80     48.45    4.45       46.23    24.00      0.340      1.418      0.000      1.760 
Bearing :    120.00
    291.4      6.75     48.51    1.01       48.01    24.00      0.340      1.398      0.000      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      :       2.908  1.80      5.234  2.20      6.397
Self Wt.       :      -1.110  1.85     -2.054  2.40     -2.665
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.797            3.180            3.732
 
At 0.2 x L = 23.60 ft
Prestress      :       5.208  1.80      9.375  2.20     11.458
Self Wt.       :      -2.078  1.85     -3.845  2.40     -4.988
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          :       3.130            5.530            6.470
 
At 0.3 x L = 35.73 ft
Prestress      :       6.828  1.80     12.290  2.20     15.021
Self Wt.       :      -2.812  1.85     -5.202  2.40     -6.748
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          :       4.016            7.088            8.272
 
At 0.4 x L = 47.87 ft
Prestress      :       7.804  1.80     14.048  2.20     17.170
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          :       4.533            7.995            9.317
 
At 0.5 x L = 60.00 ft
Prestress      :       8.155  1.80     14.679  2.20     17.941
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          :       4.719            8.323            9.695
 
At 0.6 x L = 72.13 ft
Prestress      :       7.804  1.80     14.048  2.20     17.170
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          :       4.533            7.995            9.317
 
At 0.7 x L = 84.27 ft
Prestress      :       6.828  1.80     12.290  2.20     15.021
Self Wt.       :      -2.812  1.85     -5.202  2.40     -6.748
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          :       4.016            7.088            8.272
 
At 0.8 x L = 96.40 ft
Prestress      :       5.208  1.80      9.375  2.20     11.458
Self Wt.       :      -2.078  1.85     -3.845  2.40     -4.988
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          :       3.130            5.530            6.470
 
At 0.9 x L = 108.53 ft
Prestress      :       2.908  1.80      5.234  2.20      6.397
Self Wt.       :      -1.110  1.85     -2.054  2.40     -2.665
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.797            3.180            3.732
 

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
   709.1    42.1  6.863  260.3    5.4   4.45   5930.9  0.026T 1.00       -       -     -     -  
H/2     :   2.22
   674.5    42.0  6.597  260.7    5.2   4.28   5718.2  0.027T 1.00       -       -     -     -  
0.1L    :  11.47
  3205.6    43.7 11.438  254.8    8.8   7.26   9733.6  0.015T 1.00       -       -     -     -  
0.2L    :  23.60
  5839.3    45.8 11.718  255.2    9.0   7.44  10471.7  0.014T 1.00    428.2   428.2   24.46    -  
0.3L    :  35.73
  7693.9    47.4 11.718  255.7    9.0   7.46  10912.7  0.014T 1.00    136.8   136.8   79.76    -  
0.4L    :  47.87
  8804.9    48.3 11.718  255.9    9.0   7.47  11133.4  0.014T 1.00    -35.0   -35.0 -318.40  1.26*
0.5L    :  60.00
  9151.8    48.3 11.718  255.9    9.0   7.47  11133.4  0.014T 1.00   -101.2  -101.2 -110.05  1.22*
0.6L    :  72.13
  8804.9    48.3 11.718  255.9    9.0   7.47  11133.4  0.014T 1.00    -35.0   -35.0 -318.40  1.26*
0.7L    :  84.27
  7693.9    47.4 11.718  255.7    9.0   7.46  10912.7  0.014T 1.00    136.8   136.8   79.76    -  
0.8L    :  96.40
  5839.3    45.8 11.718  255.2    9.0   7.44  10471.7  0.014T 1.00    428.2   428.2   24.46    -  
0.9L    : 108.53
  3205.6    43.7 11.438  254.8    8.8   7.26   9733.6  0.015T 1.00    872.6   872.6   11.15    -  
H/2     : 117.78
   674.5    42.0  6.597  260.7    5.2   4.28   5718.2  0.027T 1.00       -       -     -     -  
Transfer: 117.67
   709.1    42.1  6.863  260.3    5.4   4.45   5930.9  0.026T 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    0.499
        M   2.00 Fb     0.118   -0.043   -0.192
 
  2   2 E  42.00 Ft     0.456    0.628    0.790
        M  10.00 Fb     0.050   -0.089   -0.217
 
  3   2 E  40.00 Ft     0.774    0.921    1.057
        M   8.00 Fb     0.000   -0.118   -0.224
 
  4   2 E  38.00 Ft     1.070    1.191    1.301
        M   6.00 Fb    -0.030   -0.127   -0.213
 
  5   2 E  36.00 Ft     1.343    1.437    1.522
        M   4.00 Fb    -0.042   -0.118   -0.184
 
  6   2 E  34.00 Ft     1.592    1.661    1.719
        M   2.00 Fb    -0.036   -0.090   -0.135
 
  7   2 E   8.00 Ft     1.567    1.636    1.696
        M   8.00 Fb     0.194    0.138    0.089
 
  8   2 E   8.00 Ft     1.542    1.612    1.673
        M   8.00 Fb     0.424    0.365    0.314
 
  9   2 E   8.00 Ft     1.517    1.588    1.649
        M   8.00 Fb     0.653    0.593    0.539
 
 10   2 E   8.00 Ft     1.492    1.563    1.626
        M   8.00 Fb     0.883    0.821    0.764
 
 11   2 E   6.00 Ft     1.443    1.516    1.579
        M   6.00 Fb     1.131    1.068    1.007
 
 12   2 E   6.00 Ft     1.395    1.468    1.533
        M   6.00 Fb     1.379    1.314    1.250
 
 13   2 E   6.00 Ft     1.395    1.420    1.486
        M   6.00 Fb     1.379    1.562    1.495
 
 14   2 E   6.00 Ft     1.347    1.373    1.440
        M   6.00 Fb     1.627    1.808    1.738
 
 15   2 E   6.00 Ft     1.299    1.325    1.393
        M   6.00 Fb     1.876    2.055    1.981
 
 16   2 E   6.00 Ft     1.251    1.278    1.347
        M   6.00 Fb     2.124    2.301    2.225
 
 17   2 E   4.00 Ft     1.179    1.207    1.277
        M   4.00 Fb     2.391    2.566    2.486
 
 18   2 E   4.00 Ft     1.179    1.207    1.207
        M   4.00 Fb     2.391    2.566    2.749
 
 19   2 E   4.00 Ft     1.108    1.137    1.138
        M   4.00 Fb     2.658    2.831    3.011
 
 20   2 E   4.00 Ft     1.108    1.137    1.068
        M   4.00 Fb     2.658    2.831    3.274
 
 21   2 E   4.00 Ft     1.037    1.066    0.999
        M   4.00 Fb     2.925    3.096    3.536
 
 22   2 E   4.00 Ft     0.965    0.995    0.929
        M   4.00 Fb     3.192    3.361    3.797
 
 23   2 E   2.00 Ft     0.871    0.902    0.837
        M   2.00 Fb     3.478    3.645    4.077
 
 24   2 E   2.00 Ft     0.777    0.808    0.744
        M   2.00 Fb     3.764    3.929    4.357
 
 25   2 E   2.00 Ft     0.682    0.714    0.652
        M   2.00 Fb     4.049    4.212    4.637
 
 26   2 E   2.00 Ft     0.587    0.620    0.559
        M   2.00 Fb     4.337    4.498    4.919
 
 27   2 E   2.00 Ft     0.493    0.526    0.466
        M   2.00 Fb     4.623    4.781    5.199
 
 

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: 0.35 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: 15.65 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.146   0.1L/0.9L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.492       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)                 11133.36     9151.80     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   0.302     Midspan
    Pre.Top:   6.000  -0.000     Bearing    4.500   3.941     Midspan
    Pre.Bot:   6.000  -0.000     Bearing    4.500   3.756    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   2.386     Midspan
    Pre.Bot:                                                             4.000   1.771    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      :       8.155  1.80     14.679  2.20     17.941
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          :       4.719            8.323            9.695
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  42.00 ft
Type      : I-Girder                            Curb-to-curb       =  38.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   8.75/  8.75 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  = 105.000 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       0.082      0.00       0.082  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)  : 0.660   (Calculated)    
Live Moment (1  lane  loaded)  : 0.451   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.151   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.931   (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           1330.1 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           452935 in4#
Ht. of c.g.           =        20.74 in             34.44 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1586.0 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    19.95    19.84    19.72    19.67    19.67
  MI(Ixx) , in4   179799   182818   182664   185256   187232   189477   190700   190700
Composite: (At Final, using Ec =  5772.5 ksi )
  Area    , in2   1339.2   1371.1   1369.5   1376.2   1376.2   1376.2   1376.2   1376.2
  Yb      ,  in    34.29    33.75    33.77    33.59    33.54    33.48    33.45    33.45
  MI(Ixx) , in4   457663   474440   473598   481366   485302   489494   491685   491685

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 0.35L ( 42.47 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      =     11.499 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.374 ft
Holddown Force        =  26.659 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)       
--------------------------------------------------------------------------------------
      6553.493         740 4849.584     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                                   -8.15 ksi    0.00 ksi
    due to Composite Loads                                 -2.79 ksi    0.00 ksi
    due to Live Loads                                      -6.62 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 %)             9.98 ksi ( 5.09 %)
Total Prestress Losses                                    30.71 ksi (15.65 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.2 ksi < 0.75 fpu, OK 
     initial fpe = 165.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    16.1    15.3    72.8   133.1   176.2   202.0   210.7
DC(Max)     V       7.0     6.7     6.8     5.7     4.3     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   118.9   113.1   538.5   984.4  1302.9  1494.0  1557.7
Haunch (Max)V      51.9    49.9    50.0    42.0    31.5    21.0    10.5     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    21.3    20.3    96.7   176.7   233.9   268.2   279.6
DW(Max)     V       9.3     9.0     9.0     7.5     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   190.4   181.1   858.3  1556.8  2039.9  2327.9  2409.1
            V     145.9   141.9   142.1   126.4   106.4    86.5    58.5    38.6
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   145.9   141.9   142.1   126.4   107.9    90.2    73.5    57.6
            M       0.0   187.8   178.7   830.8  1459.2  1847.8  2015.3  1980.0
Total     : M+      0.0   486.9   463.1  2201.8  4013.4  5292.4  6059.1  6301.9
            V     275.4   266.4   266.8   231.2   185.1   139.0    84.9    38.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   275.4   266.4   266.8   231.2   186.6   142.8    99.9    57.8
            M       0.0   484.4   460.8  2174.4  3915.8  5100.3  5746.6  5872.9
 
                  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     202.0   176.2   133.1    72.8    15.3    16.1     0.0
DC(Max)     V       1.4     2.8     4.3     5.7     6.8     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1494.0  1302.9   984.4   538.5   113.1   118.9     0.0
Haunch (Max)V      10.5    21.0    31.5    42.0    50.0    49.9    51.9
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     268.2   233.9   176.7    96.7    20.3    21.3     0.0
DW(Max)     V       1.9     3.8     5.7     7.5     9.0     9.0     9.3
LL + I    : M+   2327.9  2039.9  1556.8   858.3   181.1   190.4     0.0
            V      58.5    86.5   106.4   126.4   142.1   141.9   145.9
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    73.5    90.2   107.9   126.4   142.1   141.9   145.9
            M    2015.3  1847.8  1459.2   830.8   178.7   187.8     0.0
Total     : M+   6059.1  5292.4  4013.4  2201.8   463.1   486.9     0.0
            V      84.9   139.0   185.1   231.2   266.8   266.4   275.4
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    99.9   142.8   186.6   231.2   266.8   266.4   275.4
            M    5746.6  5100.3  3915.8  2174.4   460.8   484.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.2             43.2
Deck+Haunch            51.9             51.9
Diaphragm               0.2              0.3
DL-Prec.(DC)            7.0              7.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           88.8             88.8
DL-Comp.(DW)           46.6             46.6
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    16.1    15.3    72.8   133.1   176.2   202.0   210.7
DC(Max)     V       7.0     6.7     6.8     5.7     4.3     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   118.9   113.1   538.5   984.4  1302.9  1494.0  1557.7
Haunch (Max)V      51.9    49.9    50.0    42.0    31.5    21.0    10.5     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    21.3    20.3    96.7   176.7   233.9   268.2   279.6
DW(Max)     V       9.3     9.0     9.0     7.5     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   152.3   144.9   686.6  1245.4  1631.9  1862.3  1927.2
            V     116.7   113.5   113.7   101.1    85.1    69.2    46.8    30.9
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   116.7   113.5   113.7   101.1    86.3    72.2    58.8    46.1
            M       0.0   150.3   143.0   664.7  1167.3  1478.3  1612.3  1584.0
Total     : M+      0.0   448.8   426.9  2030.2  3702.0  4884.4  5593.5  5820.1
            V     246.2   238.0   238.4   205.9   163.8   121.7    73.2    31.1
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   246.2   238.0   238.4   206.0   165.0   124.7    85.2    46.3
            M       0.0   446.8   425.0  2008.2  3623.9  4730.8  5343.5  5476.8
 
                  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     202.0   176.2   133.1    72.8    15.3    16.1     0.0
DC(Max)     V       1.4     2.8     4.3     5.7     6.8     6.7     7.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1494.0  1302.9   984.4   538.5   113.1   118.9     0.0
Haunch (Max)V      10.5    21.0    31.5    42.0    50.0    49.9    51.9
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     268.2   233.9   176.7    96.7    20.3    21.3     0.0
DW(Max)     V       1.9     3.8     5.7     7.5     9.0     9.0     9.3
LL + I    : M+   1862.3  1631.9  1245.4   686.6   144.9   152.3     0.0
            V      46.8    69.2    85.1   101.1   113.7   113.5   116.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    58.8    72.2    86.3   101.1   113.7   113.5   116.7
            M    1612.3  1478.3  1167.3   664.7   143.0   150.3     0.0
Total     : M+   5593.5  4884.4  3702.0  2030.2   426.9   448.8     0.0
            V      73.2   121.7   163.8   205.9   238.4   238.0   246.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    85.2   124.7   165.0   206.0   238.4   238.0   246.2
            M    5343.5  4730.8  3623.9  2008.2   425.0   446.8     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   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    20.1    19.1    91.0   166.4   220.2   252.6   263.3
DC(Max)     V       8.8     8.4     8.5     7.1     5.3     3.5     1.8     0.0
DL-Prec.  : M       0.0    14.5    13.8    65.5   119.8   158.6   181.8   189.6
DC(Min)     V       6.3     6.1     6.1     5.1     3.8     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
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   148.6   141.3   673.2  1230.5  1628.6  1867.5  1947.1
Haunch (Max)V      64.9    62.4    62.5    52.5    39.4    26.2    13.1     0.0
Deck +    : M       0.0   107.0   101.8   484.7   886.0  1172.6  1344.6  1401.9
Haunch (Min)V      46.7    44.9    45.0    37.8    28.3    18.9     9.4     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    32.0    30.4   145.0   265.1   350.8   402.3   419.4
DW(Max)     V      14.0    13.4    13.5    11.3     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    13.9    13.2    62.8   114.9   152.0   174.3   181.7
DW(Min)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   333.1   316.9  1502.0  2724.4  3569.9  4073.8  4215.8
            V     255.2   248.3   248.6   221.2   186.2   151.3   102.4    67.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   255.2   248.3   248.7   221.3   188.8   157.9   128.6   100.8
            M       0.0   328.7   312.7  1454.0  2553.5  3233.7  3526.8  3465.0
Total     : M+      0.0   709.1   674.5  3205.6  5839.3  7693.9  8804.9  9151.8
            V     419.5   406.1   406.8   354.1   286.0   217.9   135.9    67.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   419.5   406.2   406.8   354.1   288.6   224.5   162.0   101.1
            M       0.0   704.7   670.4  3157.6  5668.5  7357.8  8257.9  8401.0
 
                  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     252.6   220.2   166.4    91.0    19.1    20.1     0.0
DC(Max)     V       1.8     3.5     5.3     7.1     8.5     8.4     8.8
DL-Prec.  : M     181.8   158.6   119.8    65.5    13.8    14.5     0.0
DC(Min)     V       1.3     2.6     3.8     5.1     6.1     6.1     6.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1867.5  1628.6  1230.5   673.2   141.3   148.6     0.0
Haunch (Max)V      13.1    26.2    39.4    52.5    62.5    62.4    64.9
Deck +    : M    1344.6  1172.6   886.0   484.7   101.8   107.0     0.0
Haunch (Min)V       9.4    18.9    28.3    37.8    45.0    44.9    46.7
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     402.3   350.8   265.1   145.0    30.4    32.0     0.0
DW(Max)     V       2.8     5.7     8.5    11.3    13.5    13.4    14.0
DL-Comp   : M     174.3   152.0   114.9    62.8    13.2    13.9     0.0
DW(Min)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
LL + I    : M+   4073.8  3569.9  2724.4  1502.0   316.9   333.1     0.0
            V     102.4   151.3   186.2   221.2   248.6   248.3   255.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   128.6   157.9   188.8   221.3   248.7   248.3   255.2
            M    3526.8  3233.7  2553.5  1454.0   312.7   328.7     0.0
Total     : M+   8804.9  7693.9  5839.3  3205.6   674.5   709.1     0.0
            V     135.9   217.9   286.0   354.1   406.8   406.1   419.5
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   162.0   224.5   288.6   354.1   406.8   406.2   419.5
            M    8257.9  7357.8  5668.5  3157.6   670.4   704.7     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               54.0             54.0
Deck+Haunch            64.9             64.9
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.8              8.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          111.0            111.0
DL-Comp.(DW)           69.9             69.9
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    16.1    15.3    72.8   133.1   176.2   202.0   210.7
DC(Max)     V       7.0     6.7     6.8     5.7     4.3     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   118.9   113.1   538.5   984.4  1302.9  1494.0  1557.7
Haunch (Max)V      51.9    49.9    50.0    42.0    31.5    21.0    10.5     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    21.3    20.3    96.7   176.7   233.9   268.2   279.6
DW(Max)     V       9.3     9.0     9.0     7.5     5.7     3.8     1.9     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   125.6   119.5   560.5   999.2  1305.2  1468.6  1473.4
            V     114.4   111.7   111.8   101.0    87.5    66.2    52.7    39.2
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   114.4   111.7   111.8   101.0    87.5    74.0    60.5    47.0
            M       0.0   125.6   119.5   560.5   999.2  1279.5  1401.3  1364.5
Total     : M+      0.0   422.1   401.5  1904.0  3455.9  4557.7  5199.8  5366.2
            V     244.0   236.2   236.6   205.8   166.1   118.7    79.1    39.5
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   244.0   236.2   236.6   205.8   166.1   126.5    86.9    47.2
            M       0.0   422.1   401.5  1904.0  3455.9  4532.0  5132.5  5257.4
 
                  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
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     202.0   176.2   133.1    72.8    15.3    16.1     0.0
DC(Max)     V       1.4     2.8     4.3     5.7     6.8     6.7     7.0
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    1494.0  1302.9   984.4   538.5   113.1   118.9     0.0
Haunch (Max)V      10.5    21.0    31.5    42.0    50.0    49.9    51.9
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     268.2   233.9   176.7    96.7    20.3    21.3     0.0
DW(Max)     V       1.9     3.8     5.7     7.5     9.0     9.0     9.3
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+   1468.6  1305.2   999.2   560.5   119.5   125.6     0.0
            V      52.7    66.2    87.5   101.0   111.8   111.7   114.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    60.5    74.0    87.5   101.0   111.8   111.7   114.4
            M    1401.3  1279.5   999.2   560.5   119.5   125.6     0.0
Total     : M+   5199.8  4557.7  3455.9  1904.0   401.5   422.1     0.0
            V      79.1   118.7   166.1   205.8   236.6   236.2   244.0
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    86.9   126.5   166.1   205.8   236.6   236.2   244.0
            M    5132.5  4532.0  3455.9  1904.0   401.5   422.1     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.209   0.774   1.369   1.783   2.029   2.114   1.926 
Bottom        -0.169  -0.617  -1.079  -1.391  -1.575  -1.641  -1.499 
 
Prestress
Precast-top    0.284  -0.249  -0.716  -1.171  -1.394  -1.394  -1.394 
Bottom         4.792   5.763   6.104   6.428   6.584   6.584   6.584 
 
Total
Precast-top    0.492   0.526   0.653   0.612   0.635   0.720   0.532 
Bottom         4.623   5.146   5.024   5.037   5.008   4.943   5.084 


 
 
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   0.022   0.106   0.192   0.253   0.289   0.302 
Precast-top    0.077   0.644   0.620   1.590   2.664   3.304   3.727   3.941 
Bottom         0.959   3.756   3.623   3.346   2.351   1.754   1.371   1.185 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.209   0.774   1.369   1.783   2.029   2.114   1.926 
Bottom        -0.169  -0.617  -1.079  -1.391  -1.575  -1.641  -1.499 
 
Prestress
Precast-top    0.284  -0.249  -0.716  -1.171  -1.394  -1.394  -1.394 
Bottom         4.792   5.763   6.104   6.428   6.584   6.584   6.584 
 
Total
Precast-top    0.492   0.526   0.653   0.612   0.635   0.720   0.532 
Bottom         4.623   5.146   5.024   5.037   5.008   4.943   5.084 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 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   0.059   0.056   0.264   0.470   0.613   0.690   0.698 
Precast-top    0.038   0.358   0.344   0.954   1.615   2.021   2.277   2.386 
Bottom         0.479   1.771   1.709   1.203   0.347  -0.194  -0.514  -0.611 
 

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
    419.5    6.5   48.5    1.205   5.1   6.00e-3 50.0    433.8     2.154    4.693      0.00
      0.0    1.0   48.0     41.9 0.148      27.2 0.87    12.00     0.130    1.685 
Transfer:   3.00
    406.2    6.5   48.4    5.722  22.9  -0.08e-3 28.7    275.2     0.652    1.760      0.00
    704.7    4.4   46.2    189.0 0.143     153.2 5.10    12.00     0.130    1.715 
Critical:   4.50
    397.5    6.5   48.4    6.248  22.9  -0.11e-3 28.6    262.7     0.623    1.760      0.00
   1112.9    4.9   46.0    189.0 0.140     156.0 5.22    12.00     0.130    1.744 
0.1L    :  12.13
    354.1    6.5   47.6    9.895  22.9  -0.16e-3 28.4    214.0     0.526    0.827      0.00
   3157.6    7.3   44.0    189.0 0.130     156.6 5.48    12.00     0.130    1.311 
0.2L    :  24.27
    288.6    6.5   45.7   11.718  22.9  -0.08e-3 28.7    158.4     0.413    0.620      0.00
   5668.5    7.4   42.0    189.0 0.109     139.3 5.10    24.00     0.130    1.248 
0.3L    :  36.40
    224.5    6.5   47.4   11.718  22.9   0.02e-3 29.1     92.3     0.235    0.413      0.00
   7357.8    7.5   43.7    189.0 0.080     134.3 4.73    24.00     0.130    1.281 
0.4L    :  48.53
    162.0    6.5   48.3   11.718   0.0   0.51e-3 30.8     79.7     0.213    0.413      0.00
   8257.9    7.5   44.6    189.0 0.062     100.3 3.47    24.00     0.130    1.415 
0.5L    :  60.67
    101.1    6.5   48.3   11.718   0.0   0.45e-3 30.6      8.2     0.130    0.413      0.00
   8401.0    7.5   44.6    189.0 0.039     104.1 3.60    24.00     0.130    2.315 
0.6L    :  72.80
    162.0    6.5   48.3   11.718   0.0   0.51e-3 30.8     79.7     0.213    0.413      0.00
   8257.9    7.5   44.6    189.0 0.062     100.3 3.47    24.00     0.130    1.415 
0.7L    :  84.93
    224.5    6.5   47.4   11.718  22.9   0.02e-3 29.1     92.3     0.235    0.413      0.00
   7357.8    7.5   43.7    189.0 0.080     134.3 4.73    24.00     0.130    1.281 
0.8L    :  97.06
    288.6    6.5   45.7   11.718  22.9  -0.08e-3 28.7    158.4     0.413    0.620      0.00
   5668.5    7.4   42.0    189.0 0.109     139.3 5.10    24.00     0.130    1.248 
0.9L    : 109.20
    354.1    6.5   47.6    9.895  22.9  -0.16e-3 28.4    214.0     0.526    0.827      0.00
   3157.6    7.3   44.0    189.0 0.130     156.6 5.48    12.00     0.130    1.311 
Critical: 116.83
    397.5    6.5   48.4    6.246  22.9  -0.11e-3 28.6    262.7     0.624    1.760      0.00
   1111.5    4.9   46.0    189.0 0.140     156.0 5.22    12.00     0.130    1.744 
Transfer: 118.33
    406.2    6.5   48.4    5.722  22.9  -0.08e-3 28.7    275.2     0.652    1.760      0.00
    704.7    4.4   46.2    189.0 0.143     153.2 5.10    12.00     0.130    1.715 
Bearing : 120.67
    419.5    6.5   48.5    1.205   5.1   6.00e-3 50.0    433.8     2.154    4.693      0.00
      0.0    1.0   48.0     41.9 0.148      27.2 0.87    12.00     0.130    1.685 
 

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 EXCLUDED from 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
    291.4      6.75     48.51    1.01       48.01    24.00      0.340      1.398      0.000      0.000*
Transfer:      2.33
    283.1      6.80     48.45    4.45       46.23    24.00      0.340      1.418      0.000      1.760 
Critical:      3.83
    277.8      6.71     48.45    4.92       45.99    24.00      0.340      1.387      0.000      1.760 
0.1L    :     11.47
    250.5      6.32     47.65    7.26       44.02    24.00      0.340      1.258      0.000      0.827 
0.2L    :     23.60
    210.8      5.57     45.75    7.44       42.03    24.00      0.340      1.008      0.000      0.620 
0.3L    :     35.73
    172.6      4.39     47.44    7.46       43.71    24.00      0.340      0.612      0.000      0.413 
0.4L    :     47.87
    135.9      3.39     48.29    7.47       44.55    24.00      0.340      0.280      0.000      0.413 
0.5L    :     60.00
    100.8      2.51     48.29    7.47       44.55    24.00      0.340      0.000      0.000      0.413 
0.6L    :     72.13
    135.9      3.39     48.29    7.47       44.55    24.00      0.340      0.280      0.000      0.413 
0.7L    :     84.27
    172.6      4.39     47.44    7.46       43.71    24.00      0.340      0.612      0.000      0.413 
0.8L    :     96.40
    210.8      5.57     45.75    7.44       42.03    24.00      0.340      1.008      0.000      0.620 
0.9L    :    108.53
    250.5      6.32     47.65    7.26       44.02    24.00      0.340      1.258      0.000      0.827 
Critical:    116.17
    277.8      6.71     48.45    4.92       45.99    24.00      0.340      1.387      0.000      1.760 
Transfer:    117.67
    283.1      6.80     48.45    4.45       46.23    24.00      0.340      1.418      0.000      1.760 
Bearing :    120.00
    291.4      6.75     48.51    1.01       48.01    24.00      0.340      1.398      0.000      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      :       2.908  1.80      5.234  2.20      6.397
Self Wt.       :      -1.110  1.85     -2.054  2.40     -2.665
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.797            3.180            3.732
 
At 0.2 x L = 23.60 ft
Prestress      :       5.208  1.80      9.375  2.20     11.458
Self Wt.       :      -2.078  1.85     -3.845  2.40     -4.988
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          :       3.130            5.530            6.470
 
At 0.3 x L = 35.73 ft
Prestress      :       6.828  1.80     12.290  2.20     15.021
Self Wt.       :      -2.812  1.85     -5.202  2.40     -6.748
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          :       4.016            7.088            8.272
 
At 0.4 x L = 47.87 ft
Prestress      :       7.804  1.80     14.048  2.20     17.170
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          :       4.533            7.995            9.317
 
At 0.5 x L = 60.00 ft
Prestress      :       8.155  1.80     14.679  2.20     17.941
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          :       4.719            8.323            9.695
 
At 0.6 x L = 72.13 ft
Prestress      :       7.804  1.80     14.048  2.20     17.170
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          :       4.533            7.995            9.317
 
At 0.7 x L = 84.27 ft
Prestress      :       6.828  1.80     12.290  2.20     15.021
Self Wt.       :      -2.812  1.85     -5.202  2.40     -6.748
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          :       4.016            7.088            8.272
 
At 0.8 x L = 96.40 ft
Prestress      :       5.208  1.80      9.375  2.20     11.458
Self Wt.       :      -2.078  1.85     -3.845  2.40     -4.988
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          :       3.130            5.530            6.470
 
At 0.9 x L = 108.53 ft
Prestress      :       2.908  1.80      5.234  2.20      6.397
Self Wt.       :      -1.110  1.85     -2.054  2.40     -2.665
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.797            3.180            3.732
 

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
   709.1    42.1  6.863  260.3    5.4   4.45   5930.9  0.026T 1.00       -       -     -     -  
H/2     :   2.22
   674.5    42.0  6.597  260.7    5.2   4.28   5718.2  0.027T 1.00       -       -     -     -  
0.1L    :  11.47
  3205.6    43.7 11.438  254.8    8.8   7.26   9733.6  0.015T 1.00       -       -     -     -  
0.2L    :  23.60
  5839.3    45.8 11.718  255.2    9.0   7.44  10471.7  0.014T 1.00    428.2   428.2   24.46    -  
0.3L    :  35.73
  7693.9    47.4 11.718  255.7    9.0   7.46  10912.7  0.014T 1.00    136.8   136.8   79.76    -  
0.4L    :  47.87
  8804.9    48.3 11.718  255.9    9.0   7.47  11133.4  0.014T 1.00    -35.0   -35.0 -318.40  1.26*
0.5L    :  60.00
  9151.8    48.3 11.718  255.9    9.0   7.47  11133.4  0.014T 1.00   -101.2  -101.2 -110.05  1.22*
0.6L    :  72.13
  8804.9    48.3 11.718  255.9    9.0   7.47  11133.4  0.014T 1.00    -35.0   -35.0 -318.40  1.26*
0.7L    :  84.27
  7693.9    47.4 11.718  255.7    9.0   7.46  10912.7  0.014T 1.00    136.8   136.8   79.76    -  
0.8L    :  96.40
  5839.3    45.8 11.718  255.2    9.0   7.44  10471.7  0.014T 1.00    428.2   428.2   24.46    -  
0.9L    : 108.53
  3205.6    43.7 11.438  254.8    8.8   7.26   9733.6  0.015T 1.00    872.6   872.6   11.15    -  
H/2     : 117.78
   674.5    42.0  6.597  260.7    5.2   4.28   5718.2  0.027T 1.00       -       -     -     -  
Transfer: 117.67
   709.1    42.1  6.863  260.3    5.4   4.45   5930.9  0.026T 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    0.499
        M   2.00 Fb     0.118   -0.043   -0.192
 
  2   2 E  42.00 Ft     0.456    0.628    0.790
        M  10.00 Fb     0.050   -0.089   -0.217
 
  3   2 E  40.00 Ft     0.774    0.921    1.057
        M   8.00 Fb     0.000   -0.118   -0.224
 
  4   2 E  38.00 Ft     1.070    1.191    1.301
        M   6.00 Fb    -0.030   -0.127   -0.213
 
  5   2 E  36.00 Ft     1.343    1.437    1.522
        M   4.00 Fb    -0.042   -0.118   -0.184
 
  6   2 E  34.00 Ft     1.592    1.661    1.719
        M   2.00 Fb    -0.036   -0.090   -0.135
 
  7   2 E   8.00 Ft     1.567    1.636    1.696
        M   8.00 Fb     0.194    0.138    0.089
 
  8   2 E   8.00 Ft     1.542    1.612    1.673
        M   8.00 Fb     0.424    0.365    0.314
 
  9   2 E   8.00 Ft     1.517    1.588    1.649
        M   8.00 Fb     0.653    0.593    0.539
 
 10   2 E   8.00 Ft     1.492    1.563    1.626
        M   8.00 Fb     0.883    0.821    0.764
 
 11   2 E   6.00 Ft     1.443    1.516    1.579
        M   6.00 Fb     1.131    1.068    1.007
 
 12   2 E   6.00 Ft     1.395    1.468    1.533
        M   6.00 Fb     1.379    1.314    1.250
 
 13   2 E   6.00 Ft     1.395    1.420    1.486
        M   6.00 Fb     1.379    1.562    1.495
 
 14   2 E   6.00 Ft     1.347    1.373    1.440
        M   6.00 Fb     1.627    1.808    1.738
 
 15   2 E   6.00 Ft     1.299    1.325    1.393
        M   6.00 Fb     1.876    2.055    1.981
 
 16   2 E   6.00 Ft     1.251    1.278    1.347
        M   6.00 Fb     2.124    2.301    2.225
 
 17   2 E   4.00 Ft     1.179    1.207    1.277
        M   4.00 Fb     2.391    2.566    2.486
 
 18   2 E   4.00 Ft     1.179    1.207    1.207
        M   4.00 Fb     2.391    2.566    2.749
 
 19   2 E   4.00 Ft     1.108    1.137    1.138
        M   4.00 Fb     2.658    2.831    3.011
 
 20   2 E   4.00 Ft     1.108    1.137    1.068
        M   4.00 Fb     2.658    2.831    3.274
 
 21   2 E   4.00 Ft     1.037    1.066    0.999
        M   4.00 Fb     2.925    3.096    3.536
 
 22   2 E   4.00 Ft     0.965    0.995    0.929
        M   4.00 Fb     3.192    3.361    3.797
 
 23   2 E   2.00 Ft     0.871    0.902    0.837
        M   2.00 Fb     3.478    3.645    4.077
 
 24   2 E   2.00 Ft     0.777    0.808    0.744
        M   2.00 Fb     3.764    3.929    4.357
 
 25   2 E   2.00 Ft     0.682    0.714    0.652
        M   2.00 Fb     4.049    4.212    4.637
 
 26   2 E   2.00 Ft     0.587    0.620    0.559
        M   2.00 Fb     4.337    4.498    4.919
 
 27   2 E   2.00 Ft     0.493    0.526    0.466
        M   2.00 Fb     4.623    4.781    5.199
 
 

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: 0.35 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: 15.65 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.146   0.1L/0.9L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.492       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)                 11133.36     9151.80     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   0.302     Midspan
    Pre.Top:   6.000  -0.000     Bearing    4.500   3.941     Midspan
    Pre.Bot:   6.000  -0.000     Bearing    4.500   3.756    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   2.386     Midspan
    Pre.Bot:                                                             4.000   1.771    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      :       8.155  1.80     14.679  2.20     17.941
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          :       4.719            8.323            9.695
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  42.00 ft
Type      : I-Girder                            Curb-to-curb       =  38.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   8.75/  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  =  94.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  120.00
     DC  Line       0.074      0.00       0.074  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)  : 0.646   (Calculated)    
Live Moment (1  lane  loaded)  : 0.777   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.915   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.018   (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           1267.6 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           437990 in4#
Ht. of c.g.           =        20.74 in             33.70 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1501.2 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    19.95    19.84    19.72    19.67    19.67
  MI(Ixx) , in4   179799   182818   182664   185256   187232   189477   190700   190700
Composite: (At Final, using Ec =  5772.5 ksi )
  Area    , in2   1276.7   1308.6   1307.0   1313.7   1313.7   1313.7   1313.7   1313.7
  Yb      ,  in    33.55    33.00    33.03    32.84    32.78    32.72    32.70    32.70
  MI(Ixx) , in4   442417   458124   457336   464742   468561   472635   474767   474767

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 0.35L ( 42.47 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      =     11.268 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.084 ft
Holddown Force        =  26.659 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)       
--------------------------------------------------------------------------------------
      6553.493         740 4849.584     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                                   -7.35 ksi    0.00 ksi
    due to Composite Loads                                 -2.81 ksi    0.00 ksi
    due to Live Loads                                      -7.86 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 %)             9.51 ksi ( 4.85 %)
Total Prestress Losses                                    30.24 ksi (15.41 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.2 ksi < 0.75 fpu, OK 
     initial fpe = 166.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   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    15.0    14.2    67.7   123.8   163.8   187.9   195.9
DC(Max)     V       6.5     6.3     6.3     5.3     4.0     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   107.2   102.0   485.8   888.0  1175.3  1347.6  1405.1
Haunch (Max)V      46.8    45.0    45.1    37.9    28.4    18.9     9.5     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    21.3    20.3    96.7   176.7   233.9   268.2   279.6
DW(Max)     V       9.3     9.0     9.0     7.5     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   224.3   213.4  1011.3  1834.4  2403.6  2743.0  2838.6
            V     129.0   125.5   125.7   111.8    94.1    76.5    51.8    34.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   129.0   125.5   125.7   111.8    95.4    79.8    65.0    50.9
            M       0.0   221.3   210.6   979.0  1719.3  2177.3  2374.7  2333.1
Total     : M+      0.0   507.8   483.0  2295.6  4182.3  5511.7  6307.7  6556.6
            V     252.8   244.5   244.9   211.9   169.3   126.6    76.9    34.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   252.8   244.5   244.9   212.0   170.6   130.0    90.1    51.1
            M       0.0   504.8   480.2  2263.3  4067.2  5285.4  5939.4  6051.1
 
                  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     187.9   163.8   123.8    67.7    14.2    15.0     0.0
DC(Max)     V       1.3     2.6     4.0     5.3     6.3     6.3     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    1347.6  1175.3   888.0   485.8   102.0   107.2     0.0
Haunch (Max)V       9.5    18.9    28.4    37.9    45.1    45.0    46.8
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     268.2   233.9   176.7    96.7    20.3    21.3     0.0
DW(Max)     V       1.9     3.8     5.7     7.5     9.0     9.0     9.3
LL + I    : M+   2743.0  2403.6  1834.4  1011.3   213.4   224.3     0.0
            V      51.8    76.5    94.1   111.8   125.7   125.5   129.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    65.0    79.8    95.4   111.8   125.7   125.5   129.0
            M    2374.7  2177.3  1719.3   979.0   210.6   221.3     0.0
Total     : M+   6307.7  5511.7  4182.3  2295.6   483.0   507.8     0.0
            V      76.9   126.6   169.3   211.9   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    90.1   130.0   170.6   212.0   244.9   244.5   252.8
            M    5939.4  5285.4  4067.2  2263.3   480.2   504.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.2             43.2
Deck+Haunch            46.8             46.8
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)           46.6             46.6
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    15.0    14.2    67.7   123.8   163.8   187.9   195.9
DC(Max)     V       6.5     6.3     6.3     5.3     4.0     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   107.2   102.0   485.8   888.0  1175.3  1347.6  1405.1
Haunch (Max)V      46.8    45.0    45.1    37.9    28.4    18.9     9.5     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    21.3    20.3    96.7   176.7   233.9   268.2   279.6
DW(Max)     V       9.3     9.0     9.0     7.5     5.7     3.8     1.9     0.0
LL + I    : M+      0.0   179.4   170.7   809.0  1467.5  1922.9  2194.4  2270.9
            V     103.2   100.4   100.5    89.4    75.3    61.2    41.4    27.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   103.2   100.4   100.5    89.5    76.3    63.9    52.0    40.7
            M       0.0   177.1   168.5   783.2  1375.5  1741.9  1899.7  1866.4
Total     : M+      0.0   462.9   440.3  2093.3  3815.4  5031.0  5759.1  5988.9
            V     227.0   219.4   219.8   189.6   150.5   111.3    66.6    27.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   227.0   219.4   219.8   189.6   151.5   114.0    77.1    40.9
            M       0.0   460.5   438.1  2067.5  3723.4  4849.9  5464.5  5584.4
 
                  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     187.9   163.8   123.8    67.7    14.2    15.0     0.0
DC(Max)     V       1.3     2.6     4.0     5.3     6.3     6.3     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    1347.6  1175.3   888.0   485.8   102.0   107.2     0.0
Haunch (Max)V       9.5    18.9    28.4    37.9    45.1    45.0    46.8
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     268.2   233.9   176.7    96.7    20.3    21.3     0.0
DW(Max)     V       1.9     3.8     5.7     7.5     9.0     9.0     9.3
LL + I    : M+   2194.4  1922.9  1467.5   809.0   170.7   179.4     0.0
            V      41.4    61.2    75.3    89.4   100.5   100.4   103.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    52.0    63.9    76.3    89.5   100.5   100.4   103.2
            M    1899.7  1741.9  1375.5   783.2   168.5   177.1     0.0
Total     : M+   5759.1  5031.0  3815.4  2093.3   440.3   462.9     0.0
            V      66.6   111.3   150.5   189.6   219.8   219.4   227.0
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    77.1   114.0   151.5   189.6   219.8   219.4   227.0
            M    5464.5  4849.9  3723.4  2067.5   438.1   460.5     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22   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    18.7    17.8    84.7   154.7   204.8   234.9   244.9
DC(Max)     V       8.2     7.8     7.9     6.6     5.0     3.3     1.7     0.0
DL-Prec.  : M       0.0    13.5    12.8    61.0   111.4   147.5   169.1   176.3
DC(Min)     V       5.9     5.6     5.7     4.8     3.6     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   134.0   127.5   607.2  1110.0  1469.1  1684.5  1756.3
Haunch (Max)V      58.5    56.3    56.4    47.4    35.5    23.7    11.8     0.0
Deck +    : M       0.0    96.5    91.8   437.2   799.2  1057.7  1212.9  1264.6
Haunch (Min)V      42.2    40.5    40.6    34.1    25.6    17.0     8.5     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    32.0    30.4   145.0   265.1   350.8   402.3   419.4
DW(Max)     V      14.0    13.4    13.5    11.3     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    13.9    13.2    62.8   114.9   152.0   174.3   181.7
DW(Min)     V       6.1     5.8     5.8     4.9     3.7     2.5     1.2     0.0
LL + I    : M+      0.0   392.5   373.4  1769.8  3210.2  4206.4  4800.2  4967.6
            V     225.8   219.6   219.9   195.6   164.7   133.8    90.6    59.7
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   225.8   219.6   219.9   195.7   167.0   139.7   113.7    89.1
            M       0.0   387.3   368.5  1713.2  3008.9  3810.3  4155.7  4082.9
Total     : M+      0.0   752.2   715.5  3399.3  6189.2  8149.9  9323.2  9685.0
            V     382.8   370.6   371.2   322.7   260.1   197.5   122.5    59.9
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   382.8   370.6   371.2   322.8   262.4   203.3   145.6    89.3
            M       0.0   747.0   710.6  3342.7  5987.9  7753.9  8678.6  8800.3
 
                  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     234.9   204.8   154.7    84.7    17.8    18.7     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.9     7.8     8.2
DL-Prec.  : M     169.1   147.5   111.4    61.0    12.8    13.5     0.0
DC(Min)     V       1.2     2.4     3.6     4.8     5.7     5.6     5.9
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
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    1684.5  1469.1  1110.0   607.2   127.5   134.0     0.0
Haunch (Max)V      11.8    23.7    35.5    47.4    56.4    56.3    58.5
Deck +    : M    1212.9  1057.7   799.2   437.2    91.8    96.5     0.0
Haunch (Min)V       8.5    17.0    25.6    34.1    40.6    40.5    42.2
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     402.3   350.8   265.1   145.0    30.4    32.0     0.0
DW(Max)     V       2.8     5.7     8.5    11.3    13.5    13.4    14.0
DL-Comp   : M     174.3   152.0   114.9    62.8    13.2    13.9     0.0
DW(Min)     V       1.2     2.5     3.7     4.9     5.8     5.8     6.1
LL + I    : M+   4800.2  4206.4  3210.2  1769.8   373.4   392.5     0.0
            V      90.6   133.8   164.7   195.6   219.9   219.6   225.8
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   113.7   139.7   167.0   195.7   219.9   219.6   225.8
            M    4155.7  3810.3  3008.9  1713.2   368.5   387.3     0.0
Total     : M+   9323.2  8149.9  6189.2  3399.3   715.5   752.2     0.0
            V     122.5   197.5   260.1   322.7   371.2   370.6   382.8
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   145.6   203.3   262.4   322.8   371.2   370.6   382.8
            M    8678.6  7753.9  5987.9  3342.7   710.6   747.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               54.0             54.0
Deck+Haunch            58.5             58.5
Diaphragm               0.2              0.2
DL-Prec.(DC)            8.2              8.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          111.0            111.0
DL-Comp.(DW)           69.9             69.9
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    15.0    14.2    67.7   123.8   163.8   187.9   195.9
DC(Max)     V       6.5     6.3     6.3     5.3     4.0     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   107.2   102.0   485.8   888.0  1175.3  1347.6  1405.1
Haunch (Max)V      46.8    45.0    45.1    37.9    28.4    18.9     9.5     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    21.3    20.3    96.7   176.7   233.9   268.2   279.6
DW(Max)     V       9.3     9.0     9.0     7.5     5.7     3.8     1.9     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   216.5   206.0   966.2  1722.7  2250.1  2531.7  2540.1
            V     125.1   122.1   122.3   110.4    95.6    72.4    57.6    42.9
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   125.1   122.1   122.3   110.4    95.6    80.9    66.1    51.4
            M       0.0   216.5   206.0   966.2  1722.7  2205.8  2415.8  2352.4
Total     : M+      0.0   500.0   475.6  2250.5  4070.6  5358.2  6096.5  6258.1
            V     248.9   241.1   241.5   210.5   170.8   122.5    82.8    43.0
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   248.9   241.1   241.5   210.5   170.8   131.0    91.2    51.5
            M       0.0   500.0   475.6  2250.5  4070.6  5313.9  5980.5  6070.4
 
                  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
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     187.9   163.8   123.8    67.7    14.2    15.0     0.0
DC(Max)     V       1.3     2.6     4.0     5.3     6.3     6.3     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    1347.6  1175.3   888.0   485.8   102.0   107.2     0.0
Haunch (Max)V       9.5    18.9    28.4    37.9    45.1    45.0    46.8
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     268.2   233.9   176.7    96.7    20.3    21.3     0.0
DW(Max)     V       1.9     3.8     5.7     7.5     9.0     9.0     9.3
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+   2531.7  2250.1  1722.7   966.2   206.0   216.5     0.0
            V      57.6    72.4    95.6   110.4   122.3   122.1   125.1
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    66.1    80.9    95.6   110.4   122.3   122.1   125.1
            M    2415.8  2205.8  1722.7   966.2   206.0   216.5     0.0
Total     : M+   6096.5  5358.2  4070.6  2250.5   475.6   500.0     0.0
            V      82.8   122.5   170.8   210.5   241.5   241.1   248.9
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    91.2   131.0   170.8   210.5   241.5   241.1   248.9
            M    5980.5  5313.9  4070.6  2250.5   475.6   500.0     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.209   0.774   1.369   1.783   2.029   2.114   1.926 
Bottom        -0.169  -0.617  -1.079  -1.391  -1.575  -1.641  -1.499 
 
Prestress
Precast-top    0.284  -0.249  -0.716  -1.171  -1.394  -1.394  -1.394 
Bottom         4.792   5.763   6.104   6.428   6.584   6.584   6.584 
 
Total
Precast-top    0.492   0.526   0.653   0.612   0.635   0.720   0.532 
Bottom         4.623   5.146   5.024   5.037   5.008   4.943   5.084 


 
 
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   0.272   0.311   0.324 
Precast-top    0.077   0.625   0.601   1.502   2.504   3.093   3.485   3.686 
Bottom         0.959   3.773   3.639   3.419   2.484   1.928   1.569   1.393 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.13   24.27   36.40   48.53   60.67   42.47
 
Beam-Self
Precast-top    0.209   0.774   1.369   1.783   2.029   2.114   1.926 
Bottom        -0.169  -0.617  -1.079  -1.391  -1.575  -1.641  -1.499 
 
Prestress
Precast-top    0.284  -0.249  -0.716  -1.171  -1.394  -1.394  -1.394 
Bottom         4.792   5.763   6.104   6.428   6.584   6.584   6.584 
 
Total
Precast-top    0.492   0.526   0.653   0.612   0.635   0.720   0.532 
Bottom         4.623   5.146   5.024   5.037   5.008   4.943   5.084 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 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   0.101   0.096   0.448   0.797   1.037   1.166   1.176 
Precast-top    0.038   0.380   0.365   1.054   1.791   2.248   2.530   2.633 
Bottom         0.479   1.699   1.641   0.890  -0.205  -0.906  -1.308  -1.403 
 

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
    382.8    6.5   48.5    1.219   5.1   6.00e-3 50.0    393.1     1.954    4.693      0.00
      0.0    1.1   47.9     41.9 0.135      27.2 0.87    12.00     0.130    1.843 
Transfer:   3.00
    370.6    6.5   48.4    5.788  22.9  -0.10e-3 28.6    233.4     0.555    1.760      0.00
    747.0    5.0   46.0    189.0 0.130     155.5 5.21    12.00     0.130    1.869 
Critical:   4.47
    362.7    6.5   48.4    6.309  22.9  -0.13e-3 28.5    221.8     0.528    1.760      0.00
   1172.9    5.5   45.7    189.0 0.128     158.3 5.33    12.00     0.130    1.899 
0.1L    :  12.13
    322.8    6.5   47.6    9.906  22.9  -0.16e-3 28.4    181.2     0.452    0.827      0.00
   3342.7    8.4   43.4    189.0 0.119     154.5 5.48    24.00     0.130    1.420 
0.2L    :  24.27
    262.4    6.5   45.7   11.718  22.9  -0.06e-3 28.8    133.9     0.357    0.620      0.00
   5987.9    8.9   41.3    189.0 0.100     134.7 5.02    24.00     0.130    1.339 
0.3L    :  36.40
    203.3    6.5   47.4   11.718  22.9   0.40e-3 30.4     99.7     0.272    0.413      0.00
   7753.9    9.0   42.9    189.0 0.073     103.3 3.70    24.00     0.130    1.229 
0.4L    :  48.53
    145.6    6.5   48.3   11.718   0.0   0.93e-3 32.2     81.2     0.234    0.413      0.00
   8678.6    9.0   43.8    189.0 0.057      80.6 2.83    24.00     0.130    1.385 
0.5L    :  60.67
     89.3    6.5   48.3   11.718   0.0   0.86e-3 32.0     16.1     0.130    0.413      0.00
   8800.3    9.0   43.8    189.0 0.035      83.1 2.92    24.00     0.130    2.297 
0.6L    :  72.80
    145.6    6.5   48.3   11.718   0.0   0.93e-3 32.2     81.2     0.234    0.413      0.00
   8678.6    9.0   43.8    189.0 0.057      80.6 2.83    24.00     0.130    1.385 
0.7L    :  84.93
    203.3    6.5   47.4   11.718  22.9   0.40e-3 30.4     99.7     0.272    0.413      0.00
   7753.9    9.0   42.9    189.0 0.073     103.3 3.70    24.00     0.130    1.229 
0.8L    :  97.06
    262.4    6.5   45.7   11.718  22.9  -0.06e-3 28.8    133.9     0.357    0.620      0.00
   5987.9    8.9   41.3    189.0 0.100     134.7 5.02    24.00     0.130    1.339 
0.9L    : 109.20
    322.8    6.5   47.6    9.906  22.9  -0.16e-3 28.4    181.2     0.452    0.827      0.00
   3342.7    8.4   43.4    189.0 0.119     154.5 5.48    24.00     0.130    1.420 
Critical: 116.86
    362.7    6.5   48.4    6.307  22.9  -0.13e-3 28.5    221.8     0.528    1.760      0.00
   1171.4    5.5   45.7    189.0 0.128     158.3 5.33    12.00     0.130    1.898 
Transfer: 118.33
    370.6    6.5   48.4    5.788  22.9  -0.10e-3 28.6    233.4     0.555    1.760      0.00
    747.0    5.0   46.0    189.0 0.130     155.5 5.21    12.00     0.130    1.869 
Bearing : 120.67
    382.8    6.5   48.5    1.219   5.1   6.00e-3 50.0    393.1     1.954    4.693      0.00
      0.0    1.1   47.9     41.9 0.135      27.2 0.87    12.00     0.130    1.843 
 

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 EXCLUDED from 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
    261.9      6.07     48.51    1.14       47.94    24.00      0.340      1.174      0.000      0.000*
Transfer:      2.33
    254.4      6.15     48.45    4.98       45.96    24.00      0.340      1.200      0.000      1.760 
Critical:      3.81
    249.7      6.07     48.45    5.55       45.68    24.00      0.340      1.174      0.000      1.760 
0.1L    :     11.47
    225.0      5.75     47.65    8.43       43.43    24.00      0.340      1.068      0.000      0.827 
0.2L    :     23.60
    189.0      5.09     45.75    8.93       41.28    24.00      0.340      0.845      0.000      0.620 
0.3L    :     35.73
    154.3      3.99     47.44    8.98       42.95    24.00      0.340      0.481      0.000      0.413 
0.4L    :     47.87
    121.0      3.07     48.29    9.00       43.78    24.00      0.340      0.174      0.000      0.413 
0.5L    :     60.00
     89.1      2.26     48.29    9.00       43.78    24.00      0.340      0.000      0.000      0.413 
0.6L    :     72.13
    121.0      3.07     48.29    9.00       43.78    24.00      0.340      0.174      0.000      0.413 
0.7L    :     84.27
    154.3      3.99     47.44    8.98       42.95    24.00      0.340      0.481      0.000      0.413 
0.8L    :     96.40
    189.0      5.09     45.75    8.93       41.28    24.00      0.340      0.845      0.000      0.620 
0.9L    :    108.53
    225.0      5.75     47.65    8.43       43.43    24.00      0.340      1.068      0.000      0.827 
Critical:    116.19
    249.7      6.07     48.45    5.55       45.68    24.00      0.340      1.174      0.000      1.760 
Transfer:    117.67
    254.4      6.15     48.45    4.98       45.96    24.00      0.340      1.200      0.000      1.760 
Bearing :    120.00
    261.9      6.07     48.51    1.14       47.94    24.00      0.340      1.174      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 11.47 ft
Prestress      :       2.908  1.80      5.234  2.20      6.397
Self Wt.       :      -1.110  1.85     -2.054  2.40     -2.665
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.797            3.180            3.732
 
At 0.2 x L = 23.60 ft
Prestress      :       5.208  1.80      9.375  2.20     11.458
Self Wt.       :      -2.078  1.85     -3.845  2.40     -4.988
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          :       3.130            5.530            6.470
 
At 0.3 x L = 35.73 ft
Prestress      :       6.828  1.80     12.290  2.20     15.021
Self Wt.       :      -2.812  1.85     -5.202  2.40     -6.748
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          :       4.016            7.088            8.272
 
At 0.4 x L = 47.87 ft
Prestress      :       7.804  1.80     14.048  2.20     17.170
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          :       4.533            7.995            9.317
 
At 0.5 x L = 60.00 ft
Prestress      :       8.155  1.80     14.679  2.20     17.941
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          :       4.719            8.323            9.695
 
At 0.6 x L = 72.13 ft
Prestress      :       7.804  1.80     14.048  2.20     17.170
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          :       4.533            7.995            9.317
 
At 0.7 x L = 84.27 ft
Prestress      :       6.828  1.80     12.290  2.20     15.021
Self Wt.       :      -2.812  1.85     -5.202  2.40     -6.748
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          :       4.016            7.088            8.272
 
At 0.8 x L = 96.40 ft
Prestress      :       5.208  1.80      9.375  2.20     11.458
Self Wt.       :      -2.078  1.85     -3.845  2.40     -4.988
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          :       3.130            5.530            6.470
 
At 0.9 x L = 108.53 ft
Prestress      :       2.908  1.80      5.234  2.20      6.397
Self Wt.       :      -1.110  1.85     -2.054  2.40     -2.665
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.797            3.180            3.732
 

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
   752.2    42.1  6.941  259.2    6.0   4.98   5932.9  0.023T 1.00       -       -     -     -  
H/2     :   2.22
   715.5    42.0  6.673  259.6    5.8   4.79   5722.5  0.024T 1.00       -       -     -     -  
0.1L    :  11.47
  3399.3    43.7 11.448  252.4   10.2   8.43   9560.0  0.012T 1.00    906.0   906.0   10.55    -  
0.2L    :  23.60
  6189.2    45.8 11.718  252.2   10.8   8.93  10255.1  0.011T 1.00    502.7   502.7   20.40    -  
0.3L    :  35.73
  8149.9    47.4 11.718  252.7   10.8   8.98  10692.0  0.011T 1.00    239.1   239.1   44.73    -  
0.4L    :  47.87
  9323.2    48.3 11.718  253.0   10.9   9.00  10910.6  0.011T 1.00     83.8    83.8  130.23    -  
0.5L    :  60.00
  9685.0    48.3 11.718  253.0   10.9   9.00  10910.6  0.011T 1.00     24.1    24.1  453.22    -  
0.6L    :  72.13
  9323.2    48.3 11.718  253.0   10.9   9.00  10910.6  0.011T 1.00     83.8    83.8  130.23    -  
0.7L    :  84.27
  8149.9    47.4 11.718  252.7   10.8   8.98  10692.0  0.011T 1.00    239.1   239.1   44.73    -  
0.8L    :  96.40
  6189.2    45.8 11.718  252.2   10.8   8.93  10255.1  0.011T 1.00    502.7   502.7   20.40    -  
0.9L    : 108.53
  3399.3    43.7 11.448  252.4   10.2   8.43   9560.0  0.012T 1.00    906.0   906.0   10.55    -  
H/2     : 117.78
   715.5    42.0  6.673  259.6    5.8   4.79   5722.5  0.024T 1.00       -       -     -     -  
Transfer: 117.67
   752.2    42.1  6.941  259.2    6.0   4.98   5932.9  0.023T 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    0.499
        M   2.00 Fb     0.118   -0.043   -0.192
 
  2   2 E  42.00 Ft     0.456    0.628    0.790
        M  10.00 Fb     0.050   -0.089   -0.217
 
  3   2 E  40.00 Ft     0.774    0.921    1.057
        M   8.00 Fb     0.000   -0.118   -0.224
 
  4   2 E  38.00 Ft     1.070    1.191    1.301
        M   6.00 Fb    -0.030   -0.127   -0.213
 
  5   2 E  36.00 Ft     1.343    1.437    1.522
        M   4.00 Fb    -0.042   -0.118   -0.184
 
  6   2 E  34.00 Ft     1.592    1.661    1.719
        M   2.00 Fb    -0.036   -0.090   -0.135
 
  7   2 E   8.00 Ft     1.567    1.636    1.696
        M   8.00 Fb     0.194    0.138    0.089
 
  8   2 E   8.00 Ft     1.542    1.612    1.673
        M   8.00 Fb     0.424    0.365    0.314
 
  9   2 E   8.00 Ft     1.517    1.588    1.649
        M   8.00 Fb     0.653    0.593    0.539
 
 10   2 E   8.00 Ft     1.492    1.563    1.626
        M   8.00 Fb     0.883    0.821    0.764
 
 11   2 E   6.00 Ft     1.443    1.516    1.579
        M   6.00 Fb     1.131    1.068    1.007
 
 12   2 E   6.00 Ft     1.395    1.468    1.533
        M   6.00 Fb     1.379    1.314    1.250
 
 13   2 E   6.00 Ft     1.395    1.420    1.486
        M   6.00 Fb     1.379    1.562    1.495
 
 14   2 E   6.00 Ft     1.347    1.373    1.440
        M   6.00 Fb     1.627    1.808    1.738
 
 15   2 E   6.00 Ft     1.299    1.325    1.393
        M   6.00 Fb     1.876    2.055    1.981
 
 16   2 E   6.00 Ft     1.251    1.278    1.347
        M   6.00 Fb     2.124    2.301    2.225
 
 17   2 E   4.00 Ft     1.179    1.207    1.277
        M   4.00 Fb     2.391    2.566    2.486
 
 18   2 E   4.00 Ft     1.179    1.207    1.207
        M   4.00 Fb     2.391    2.566    2.749
 
 19   2 E   4.00 Ft     1.108    1.137    1.138
        M   4.00 Fb     2.658    2.831    3.011
 
 20   2 E   4.00 Ft     1.108    1.137    1.068
        M   4.00 Fb     2.658    2.831    3.274
 
 21   2 E   4.00 Ft     1.037    1.066    0.999
        M   4.00 Fb     2.925    3.096    3.536
 
 22   2 E   4.00 Ft     0.965    0.995    0.929
        M   4.00 Fb     3.192    3.361    3.797
 
 23   2 E   2.00 Ft     0.871    0.902    0.837
        M   2.00 Fb     3.478    3.645    4.077
 
 24   2 E   2.00 Ft     0.777    0.808    0.744
        M   2.00 Fb     3.764    3.929    4.357
 
 25   2 E   2.00 Ft     0.682    0.714    0.652
        M   2.00 Fb     4.049    4.212    4.637
 
 26   2 E   2.00 Ft     0.587    0.620    0.559
        M   2.00 Fb     4.337    4.498    4.919
 
 27   2 E   2.00 Ft     0.493    0.526    0.466
        M   2.00 Fb     4.623    4.781    5.199
 
 

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: 0.35 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: 15.41 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.146   0.1L/0.9L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.492       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)                 10910.59     9684.96     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   0.324     Midspan
    Pre.Top:   6.000  -0.000     Bearing    4.500   3.686     Midspan
    Pre.Bot:   6.000  -0.000     Bearing    4.500   3.773    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   2.633     Midspan
    Pre.Bot:                                                             4.000   1.699    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      :       8.155  1.80     14.679  2.20     17.941
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          :       4.719            8.323            9.695
 
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

