Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-A                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   3.08/  7.50 ft
     thick: Top =  4.000 in    Bot =  5.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Exterior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 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     =  13.000 in
Effective width  =  81.996 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       0.064      0.00       0.064   46.67
     DC  Line       0.007      0.00       0.007   46.67
     DC  Line       0.064      0.00       0.064   46.67
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    23.33 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 47.666 ft
Release length = 47.666 ft
Design  length = 46.666 ft
 
Kern points:
------------
Upper    =   21.84 in
Lower    =    7.95 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.624   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.808   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.871   (Calculated) (#)

ADTT load effect 1.00

(#) 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.
Distribution factors consider ADTT load effect.
 
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                  =        311.5 in2            845.2 in2#
Total Height          =        32.00 in             40.25 in  
Mom. of Inertia (Ixx) =        34082 in4           134487 in4#
Ht. of c.g.           =        14.05 in             28.12 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        324.5 plf            993.2 plf   
Mom. of Inertia (Iyy) =       4083.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8314

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     1.68     4.27     9.03    13.80    18.57    23.33
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    313.3    322.0    319.1    322.0    322.0    322.0    322.0    322.0
  Yb      ,  in    14.02    13.84    13.90    13.82    13.78    13.74    13.72    13.72
  MI(Ixx) , in4    34140    34509    34373    34575    34779    35018    35150    35150
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2    846.9    855.1    852.4    855.1    855.1    855.1    855.1    855.1
  Yb      ,  in    28.08    27.88    27.95    27.88    27.86    27.85    27.84    27.84
  MI(Ixx) , in4   135135   138611   137423   138809   139366   139956   140264   140264

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.00 ksi           4.00 ksi
  Elasticity         =    5131.52 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.20 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.15 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.50 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 16.68 ft from member end )
END PATTERN (Ycg = 8.40 in):
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in     1 @ 27.000 in
     1 @ 29.000 in
 
MID PATTERN (Ycg = 3.80 in):
(A) Draped:
     1 @  4.000 in     1 @  6.000 in
(B) Straight:
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.853 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.816 ft
Holddown Force        =   9.710 kips     Beam Shrtng (PL/AE)   =      0.156 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)       
-------------------------------------------------------------------------------------
       477.099         740 353.053      3.819 15466.657   432.444     100.574        
 
 
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#4[M13]       60.00        0.40       9.00       0.1460      3.8960    Yes
      2      US#4[M13]       60.00        0.40       4.50       0.5420      1.6670     No
      2      US#5[M16]       60.00        0.62       3.00       0.3960      0.6460    Yes
      2      US#5[M16]       60.00        0.62       7.50       0.6460      1.2710    Yes
      2      US#5[M16]       60.00        0.62       9.00       1.2710      3.5210    Yes
      2      US#5[M16]       60.00        0.62      10.00       3.5210      4.3599    Yes
      2      US#5[M16]       60.00        0.62      11.00       4.3599      5.2799    Yes
      2      US#5[M16]       60.00        0.62      12.12       5.2799      6.2900    Yes
      2      US#5[M16]       60.00        0.62      13.62       6.2900      7.4301     No
      2      US#5[M16]       60.00        0.62      14.00       7.4301     19.0830     No
      2      US#4[M13]       60.00        0.40      11.00       3.8960      5.7300    Yes
      2      US#4[M13]       60.00        0.40      13.25       5.7300      6.8399    Yes
      2      US#4[M13]       60.00        0.40      14.00       6.8399     40.8261    Yes
      2      US#4[M13]       60.00        0.40      13.25      40.8261     41.9360    Yes
      2      US#4[M13]       60.00        0.40      11.00      41.9360     43.7700    Yes
      2      US#5[M16]       60.00        0.62      14.00      28.5830     40.2359    Yes
      2      US#5[M16]       60.00        0.62      13.62      40.2359     41.3760    Yes
      2      US#5[M16]       60.00        0.62      12.12      41.3760     42.3862    Yes
      2      US#5[M16]       60.00        0.62      11.00      42.3862     43.3061    Yes
      2      US#5[M16]       60.00        0.62      10.00      43.3061     44.1450    Yes
      2      US#5[M16]       60.00        0.62       9.00      44.1450     46.3950    Yes
      2      US#4[M13]       60.00        0.40       4.50      46.0000     47.1240     No
      2      US#5[M16]       60.00        0.62       7.50      46.3950     47.0200    Yes
      2      US#5[M16]       60.00        0.62       3.00      47.0200     47.2700    Yes
      2      US#4[M13]       60.00        0.40       9.00      43.7700     47.5200    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#5[M16]           2.00 0.620 0.0000 47.6660       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  3.80 in
         P_init    =      425.4 kips  Ecc = 10.25 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    12.02 ksi  (Eq 5.9.3.2.3a-1), (fcgp= 2.057 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.14 ksi    0.00 ksi
    due to Composite Loads                                 -1.33 ksi    0.00 ksi
    due to Live Loads                                      -5.37 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         9.75 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 12.02 ksi  ( 6.13 %)             9.88 ksi ( 5.04 %)
Total Prestress Losses                                    21.90 ksi (11.17 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.1 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    2.50    1.68    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    17.9    12.2    29.3    55.2    73.6    84.6    88.3
(Max)       V       7.6     6.8     7.0     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0     7.4     5.1    12.2    22.8    30.5    35.0    36.6
DC(Max)     V       3.1     2.8     2.9     2.6     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    36.9    25.2    60.5   113.7   151.6   174.4   182.0
Haunch (Max)V      15.6    13.9    14.5    12.8     9.6     6.4     3.2     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.6     1.0     1.3     1.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.3    11.2    26.8    50.3    67.1    77.2    80.6
DC(Max)     V       6.9     6.2     6.4     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     7.3     5.0    11.9    22.4    29.9    34.4    35.9
DW(Max)     V       3.1     2.7     2.9     2.5     1.9     1.3     0.6     0.0
LL + I    : M+      0.0   135.5    93.0   220.1   401.8   515.8   581.1   588.2
            V      79.7    73.4    75.5    69.0    58.0    47.0    35.1    13.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    79.7    73.4    75.5    69.0    58.4    48.1    38.0    29.7
            M      -0.0   137.0    94.4   220.1   387.4   487.5   519.0   509.7
Total     : M+      0.0   221.6   151.8   361.1   666.8   869.5   988.2  1013.3
            V     116.1   105.9   109.3    98.7    80.3    61.9    42.6    13.0
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   116.1   105.9   109.3    98.7    80.7    63.0    45.5    29.8
            M      -0.0   223.1   153.2   361.1   652.5   841.2   926.1   934.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.99   44.17   46.67
Self wt.  : M      84.6    73.6    55.2    29.3    12.2    17.9     0.0
(Max)       V       1.5     3.1     4.6     6.2     7.0     6.8     7.6
DL-Prec.  : M      35.0    30.5    22.8    12.2     5.1     7.4     0.0
DC(Max)     V       0.6     1.3     1.9     2.6     2.9     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     174.4   151.6   113.7    60.5    25.2    36.9     0.0
Haunch (Max)V       3.2     6.4     9.6    12.8    14.5    13.9    15.6
Diaphragm : M       1.3     1.0     0.6     0.3     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      77.2    67.1    50.3    26.8    11.2    16.3     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.4     6.2     6.9
DL-Comp   : M      34.4    29.9    22.4    11.9     5.0     7.3     0.0
DW(Max)     V       0.6     1.3     1.9     2.5     2.9     2.7     3.1
LL + I    : M+    581.1   515.8   401.8   220.1    93.0   135.5     0.0
            V      35.1    47.0    58.0    69.0    75.5    73.4    79.7
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    38.0    48.1    58.4    69.0    75.5    73.4    79.7
            M     519.0   487.5   387.4   220.1    94.4   137.0    -0.0
Total     : M+    988.2   869.5   666.8   361.1   151.8   221.6     0.0
            V      42.6    61.9    80.3    98.7   109.3   105.9   116.1
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    45.5    63.0    80.7    98.7   109.3   105.9   116.1
            M     926.1   841.2   652.5   361.1   153.2   223.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                7.6              7.6
Deck+Haunch            15.6             15.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.1              3.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           34.5             34.5
DL-Comp.(DW)           15.4             15.4
Live                   72.5             72.5
        Truck          57.6             57.6
        Lane           14.9             14.9
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    2.50    1.68    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    17.9    12.2    29.3    55.2    73.6    84.6    88.3
(Max)       V       7.6     6.8     7.0     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0     7.4     5.1    12.2    22.8    30.5    35.0    36.6
DC(Max)     V       3.1     2.8     2.9     2.6     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    36.9    25.2    60.5   113.7   151.6   174.4   182.0
Haunch (Max)V      15.6    13.9    14.5    12.8     9.6     6.4     3.2     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.6     1.0     1.3     1.7
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    16.3    11.2    26.8    50.3    67.1    77.2    80.6
DC(Max)     V       6.9     6.2     6.4     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     7.3     5.0    11.9    22.4    29.9    34.4    35.9
DW(Max)     V       3.1     2.7     2.9     2.5     1.9     1.3     0.6     0.0
LL + I    : M+      0.0   108.4    74.4   176.1   321.4   412.6   464.9   470.5
            V      63.8    58.8    60.4    55.2    46.4    37.6    28.1    10.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.8    58.8    60.4    55.2    46.7    38.5    30.4    23.8
            M      -0.0   109.6    75.5   176.1   309.9   390.0   415.2   407.8
Total     : M+      0.0   194.5   133.2   317.1   586.5   766.3   872.0   895.6
            V     100.1    91.2    94.2    84.9    68.7    52.5    35.6    10.4
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   100.1    91.2    94.2    84.9    69.0    53.4    37.9    23.9
            M      -0.0   195.7   134.3   317.1   575.0   743.7   822.3   832.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.99   44.17   46.67
Self wt.  : M      84.6    73.6    55.2    29.3    12.2    17.9     0.0
(Max)       V       1.5     3.1     4.6     6.2     7.0     6.8     7.6
DL-Prec.  : M      35.0    30.5    22.8    12.2     5.1     7.4     0.0
DC(Max)     V       0.6     1.3     1.9     2.6     2.9     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     174.4   151.6   113.7    60.5    25.2    36.9     0.0
Haunch (Max)V       3.2     6.4     9.6    12.8    14.5    13.9    15.6
Diaphragm : M       1.3     1.0     0.6     0.3     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      77.2    67.1    50.3    26.8    11.2    16.3     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.4     6.2     6.9
DL-Comp   : M      34.4    29.9    22.4    11.9     5.0     7.3     0.0
DW(Max)     V       0.6     1.3     1.9     2.5     2.9     2.7     3.1
LL + I    : M+    464.9   412.6   321.4   176.1    74.4   108.4     0.0
            V      28.1    37.6    46.4    55.2    60.4    58.8    63.8
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    30.4    38.5    46.7    55.2    60.4    58.8    63.8
            M     415.2   390.0   309.9   176.1    75.5   109.6    -0.0
Total     : M+    872.0   766.4   586.5   317.1   133.2   194.5     0.0
            V      35.6    52.5    68.7    84.9    94.2    91.2   100.1
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    37.9    53.4    69.0    84.9    94.2    91.2   100.1
            M     822.3   743.7   575.0   317.1   134.4   195.7    -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    2.50    1.68    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    22.4    15.3    36.7    68.9    92.0   105.8   110.4
(Max)       V       9.5     8.4     8.8     7.7     5.8     3.9     1.9     0.0
Self wt.  : M       0.0    16.1    11.0    26.4    49.6    66.2    76.2    79.5
(Min)       V       6.8     6.1     6.3     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     9.3     6.3    15.2    28.5    38.1    43.8    45.7
DC(Max)     V       3.9     3.5     3.6     3.2     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     6.7     4.6    10.9    20.6    27.4    31.5    32.9
DC(Min)     V       2.8     2.5     2.6     2.3     1.7     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    46.1    31.5    75.6   142.1   189.6   218.0   227.5
Haunch (Max)V      19.5    17.4    18.1    15.9    12.0     8.0     4.0     0.0
Deck +    : M       0.0    33.2    22.7    54.4   102.3   136.5   157.0   163.8
Haunch (Min)V      14.0    12.5    13.0    11.5     8.6     5.7     2.9     0.0
Diaphragm : M       0.0     0.2     0.1     0.4     0.8     1.2     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.1     0.3     0.6     0.9     1.2     1.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    20.4    14.0    33.5    62.9    83.9    96.5   100.7
DC(Max)     V       8.6     7.7     8.0     7.1     5.3     3.5     1.8     0.0
DL-Comp   : M       0.0    14.7    10.0    24.1    45.3    60.4    69.5    72.5
DC(Min)     V       6.2     5.5     5.8     5.1     3.8     2.5     1.3     0.0
DL-Comp   : M       0.0    10.9     7.5    17.9    33.7    44.9    51.6    53.9
DW(Max)     V       4.6     4.1     4.3     3.8     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     4.7     3.2     7.8    14.6    19.5    22.4    23.4
DW(Min)     V       2.0     1.8     1.9     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   237.2   162.7   385.2   703.1   902.6  1017.0  1029.3
            V     139.5   128.5   132.1   120.8   101.5    82.3    61.4    22.7
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   139.5   128.5   132.1   120.8   102.1    84.1    66.6    52.0
            M      -0.0   239.8   165.3   385.2   678.0   853.1   908.3   892.0
Total     : M+      0.0   346.6   237.5   564.4  1040.0  1352.2  1534.4  1569.7
            V     185.7   169.8   175.0   158.5   129.9   101.2    70.9    22.8
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   185.7   169.8   175.0   158.5   130.5   103.1    76.1    52.1
            M      -0.0   349.2   240.0   564.4  1014.9  1302.8  1425.8  1432.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.99   44.17   46.67
Self wt.  : M     105.8    92.0    68.9    36.7    15.3    22.4     0.0
(Max)       V       1.9     3.9     5.8     7.7     8.8     8.4     9.5
Self wt.  : M      76.2    66.2    49.6    26.4    11.0    16.1     0.0
(Min)       V       1.4     2.8     4.2     5.6     6.3     6.1     6.8
DL-Prec.  : M      43.8    38.1    28.5    15.2     6.3     9.3     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.5     3.9
DL-Prec.  : M      31.5    27.4    20.6    10.9     4.6     6.7     0.0
DC(Min)     V       0.6     1.2     1.7     2.3     2.6     2.5     2.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     218.0   189.6   142.1    75.6    31.5    46.1     0.0
Haunch (Max)V       4.0     8.0    12.0    15.9    18.1    17.4    19.5
Deck +    : M     157.0   136.5   102.3    54.4    22.7    33.2     0.0
Haunch (Min)V       2.9     5.7     8.6    11.5    13.0    12.5    14.0
Diaphragm : M       1.7     1.2     0.8     0.4     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       1.2     0.9     0.6     0.3     0.1     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      96.5    83.9    62.9    33.5    14.0    20.4     0.0
DC(Max)     V       1.8     3.5     5.3     7.1     8.0     7.7     8.6
DL-Comp   : M      69.5    60.4    45.3    24.1    10.0    14.7     0.0
DC(Min)     V       1.3     2.5     3.8     5.1     5.8     5.5     6.2
DL-Comp   : M      51.6    44.9    33.7    17.9     7.5    10.9     0.0
DW(Max)     V       0.9     1.9     2.8     3.8     4.3     4.1     4.6
DL-Comp   : M      22.4    19.5    14.6     7.8     3.2     4.7     0.0
DW(Min)     V       0.4     0.8     1.2     1.6     1.9     1.8     2.0
LL + I    : M+   1017.0   902.6   703.1   385.2   162.7   237.2     0.0
            V      61.4    82.3   101.5   120.8   132.1   128.5   139.5
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    66.6    84.1   102.1   120.8   132.1   128.5   139.5
            M     908.3   853.1   678.0   385.2   165.3   239.8    -0.0
Total     : M+   1534.5  1352.2  1040.1   564.4   237.5   346.6     0.0
            V      70.9   101.2   129.9   158.5   175.1   169.8   185.7
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    76.1   103.1   130.5   158.5   175.1   169.8   185.7
            M    1425.8  1302.8  1014.9   564.4   240.0   349.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                9.5              9.5
Deck+Haunch            19.5             19.5
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.9              3.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           43.2             43.2
DL-Comp.(DW)           23.1             23.1
Live                  126.9            126.9
        Truck         100.8            100.8
        Lane           26.1             26.1
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    2.50    1.68    4.27    9.03   13.80   18.57   23.33
Self wt.  : M       0.0    17.9    12.2    29.3    55.2    73.6    84.6    88.3
(Max)       V       7.6     6.8     7.0     6.2     4.6     3.1     1.5     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     7.4     5.1    12.2    22.8    30.5    35.0    36.6
DC(Max)     V       3.1     2.8     2.9     2.6     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    36.9    25.2    60.5   113.7   151.6   174.4   182.0
Haunch (Max)V      15.6    13.9    14.5    12.8     9.6     6.4     3.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.6     1.0     1.3     1.7
(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    16.3    11.2    26.8    50.3    67.1    77.2    80.6
DC(Max)     V       6.9     6.2     6.4     5.6     4.2     2.8     1.4     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     7.3     5.0    11.9    22.4    29.9    34.4    35.9
DW(Max)     V       3.1     2.7     2.9     2.5     1.9     1.3     0.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   126.9    87.5   203.5   356.4   455.0   516.5   528.9
            V      76.9    69.9    72.2    64.9    53.7    44.9    37.9    25.2
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    76.9    69.9    72.2    64.9    53.7    44.9    37.9    30.8
            M       0.0   126.9    87.5   203.5   356.4   455.0   516.5   528.9
Total     : M+      0.0   212.9   146.3   344.5   621.4   808.8   923.6   954.0
            V     113.3   102.4   105.9    94.6    76.0    59.8    45.3    25.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   113.3   102.4   105.9    94.6    76.0    59.8    45.3    30.9
            M       0.0   212.9   146.3   344.5   621.4   808.8   923.6   954.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    28.10   32.87   37.63   42.40   44.99   44.17   46.67
Self wt.  : M      84.6    73.6    55.2    29.3    12.2    17.9     0.0
(Max)       V       1.5     3.1     4.6     6.2     7.0     6.8     7.6
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      35.0    30.5    22.8    12.2     5.1     7.4     0.0
DC(Max)     V       0.6     1.3     1.9     2.6     2.9     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     174.4   151.6   113.7    60.5    25.2    36.9     0.0
Haunch (Max)V       3.2     6.4     9.6    12.8    14.5    13.9    15.6
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       1.3     1.0     0.6     0.3     0.1     0.2     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      77.2    67.1    50.3    26.8    11.2    16.3     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.4     6.2     6.9
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      34.4    29.9    22.4    11.9     5.0     7.3     0.0
DW(Max)     V       0.6     1.3     1.9     2.5     2.9     2.7     3.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    516.5   455.0   356.4   203.5    87.5   126.9     0.0
            V      37.9    44.9    53.7    64.9    72.2    69.9    76.9
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    37.9    44.9    53.7    64.9    72.2    69.9    76.9
            M     516.5   455.0   356.4   203.5    87.5   126.9     0.0
Total     : M+    923.6   808.8   621.4   344.5   146.3   212.9     0.0
            V      45.3    59.8    76.0    94.6   105.9   102.4   113.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    45.3    59.8    76.0    94.6   105.9   102.4   113.3
            M     923.6   808.8   621.4   344.5   146.3   212.9     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    4.77    9.53   14.30   19.07   23.83   16.68
 
Beam-Self
Precast-top    0.137   0.209   0.371   0.484   0.552   0.575   0.524 
Bottom        -0.105  -0.159  -0.280  -0.364  -0.414  -0.431  -0.394 
 
Prestress
Precast-top   -0.082  -0.186  -0.464  -0.738  -0.873  -0.873  -0.873 
Bottom         2.390   2.467   2.671   2.869   2.967   2.967   2.967 
 
Total
Precast-top    0.056   0.024  -0.093  -0.253  -0.321  -0.298  -0.349 
Bottom         2.285   2.307   2.390   2.505   2.552   2.535   2.573 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.57 %)
             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    2.50    1.68    4.27    9.03   13.80   18.57   23.33
 
Prestress
Precast-top    0.010  -0.073  -0.022  -0.166  -0.415  -0.660  -0.781  -0.781
Bottom         0.352   2.137   1.546   2.206   2.388   2.566   2.653   2.653
 
Self wt.
Precast-top   -0.000   0.113   0.077   0.185   0.347   0.461   0.528   0.551
Bottom        -0.000  -0.086  -0.059  -0.141  -0.262  -0.346  -0.396  -0.414
 
DL-Prec (DC)
Precast-top   -0.000   0.047   0.032   0.077   0.144   0.191   0.219   0.228
Bottom        -0.000  -0.036  -0.025  -0.058  -0.109  -0.143  -0.164  -0.171
 
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   0.001   0.001   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.001  -0.001  -0.001  -0.003  -0.005  -0.006  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.233   0.159   0.382   0.715   0.949   1.089   1.136
Bottom        -0.000  -0.178  -0.122  -0.290  -0.540  -0.714  -0.817  -0.852
 
DL-Comp (DC)
Topping-top   -0.000   0.015   0.010   0.024   0.045   0.059   0.068   0.071
Precast-top   -0.000   0.006   0.004   0.010   0.018   0.024   0.027   0.029
Bottom        -0.000  -0.039  -0.027  -0.065  -0.121  -0.160  -0.184  -0.192
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.004   0.011   0.020   0.026   0.030   0.032
Precast-top   -0.000   0.003   0.002   0.004   0.008   0.011   0.012   0.013
Bottom        -0.000  -0.018  -0.012  -0.029  -0.054  -0.071  -0.082  -0.086
 
LL+I(+)
Topping-top   -0.000   0.121   0.083   0.196   0.356   0.456   0.513   0.519
Precast-top   -0.000   0.048   0.033   0.078   0.143   0.184   0.207   0.209
Bottom        -0.000  -0.327  -0.227  -0.530  -0.964  -1.231  -1.384  -1.401
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.142   0.097   0.230   0.421   0.542   0.612   0.622 
Precast-top    0.010   0.378   0.286   0.572   0.963   1.165   1.310   1.396 
Bottom         0.352   1.452   1.073   1.091   0.336  -0.106  -0.380  -0.470 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.021   0.014   0.034   0.065   0.086   0.099   0.103 
Precast-top    0.010   0.330   0.253   0.493   0.820   0.981   1.103   1.187 
Bottom         0.352   1.780   1.300   1.622   1.299   1.126   1.004   0.931 
 

 
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    4.77    9.53   14.30   19.07   23.83   16.68
 
Beam-Self
Precast-top    0.137   0.209   0.371   0.484   0.552   0.575   0.524 
Bottom        -0.105  -0.159  -0.280  -0.364  -0.414  -0.431  -0.394 
 
Prestress
Precast-top   -0.082  -0.186  -0.464  -0.738  -0.873  -0.873  -0.873 
Bottom         2.390   2.467   2.671   2.869   2.967   2.967   2.967 
 
Total
Precast-top    0.056   0.024  -0.093  -0.253  -0.321  -0.298  -0.349 
Bottom         2.285   2.307   2.390   2.505   2.552   2.535   2.573 
 
As_top  , in2  0.000   0.000   0.000   0.161   0.248   0.217   0.220 
Ast_prvd, in2  0.620   0.620   0.620   0.620   0.620   0.620   0.620 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.57 %)
             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    2.50    1.68    4.27    9.03   13.80   18.57   23.33
 
Prestress
Precast-top    0.010  -0.073  -0.022  -0.166  -0.415  -0.660  -0.781  -0.781
Bottom         0.352   2.137   1.546   2.206   2.388   2.566   2.653   2.653
 
Self wt.
Precast-top   -0.000   0.113   0.077   0.185   0.347   0.461   0.528   0.551
Bottom        -0.000  -0.086  -0.059  -0.141  -0.262  -0.346  -0.396  -0.414
 
DL-Prec (DC)
Precast-top   -0.000   0.047   0.032   0.077   0.144   0.191   0.219   0.228
Bottom        -0.000  -0.036  -0.025  -0.058  -0.109  -0.143  -0.164  -0.171
 
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   0.001   0.001   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.001  -0.001  -0.001  -0.003  -0.005  -0.006  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.233   0.159   0.382   0.715   0.949   1.089   1.136
Bottom        -0.000  -0.178  -0.122  -0.290  -0.540  -0.714  -0.817  -0.852
 
DL-Comp (DC)
Topping-top   -0.000   0.015   0.010   0.024   0.045   0.059   0.068   0.071
Precast-top   -0.000   0.006   0.004   0.010   0.018   0.024   0.027   0.029
Bottom        -0.000  -0.039  -0.027  -0.065  -0.121  -0.160  -0.184  -0.192
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.004   0.011   0.020   0.026   0.030   0.032
Precast-top   -0.000   0.003   0.002   0.004   0.008   0.011   0.012   0.013
Bottom        -0.000  -0.018  -0.012  -0.029  -0.054  -0.071  -0.082  -0.086
 
LL+I(+)
Topping-top   -0.000   0.097   0.066   0.157   0.285   0.365   0.410   0.415
Precast-top   -0.000   0.039   0.026   0.063   0.115   0.147   0.165   0.167
Bottom        -0.000  -0.262  -0.182  -0.424  -0.771  -0.985  -1.107  -1.121
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.118   0.081   0.191   0.350   0.451   0.509   0.518 
Precast-top    0.010   0.368   0.280   0.556   0.935   1.128   1.269   1.355 
Bottom         0.352   1.518   1.118   1.197   0.528   0.141  -0.104  -0.190 
 

 
 
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    2.50    1.68    4.27    9.03   13.80   18.57   23.33
F_LL+I(+)
Topping-top   -0.000   0.113   0.078   0.181   0.316   0.402   0.456   0.467
Precast-top   -0.000   0.045   0.031   0.073   0.127   0.162   0.184   0.188
Bottom        -0.000  -0.306  -0.214  -0.490  -0.855  -1.086  -1.230  -1.260
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.123   0.085   0.198   0.348   0.445   0.505   0.518 
Precast-top    0.005   0.210   0.158   0.319   0.537   0.653   0.736   0.782 
Bottom         0.176   0.584   0.436   0.320  -0.205  -0.523  -0.728  -0.795 
 

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 :   0.50
    185.7    6.0   36.7    0.191   1.4   6.00e-3 50.0    188.9     1.229    3.013      0.56
      0.0    0.2   36.6     31.5 0.133      16.0 0.87    12.00     0.100    1.871 
Transfer:   3.00
    169.8    6.0   36.7    1.148   8.7   3.21e-3 40.2    154.5     0.725    1.360      0.00
    349.2    1.4   36.1    189.0 0.119      25.5 1.41    24.00     0.100    1.717 
Critical:   3.50
    166.5    6.0   36.7    1.183   8.7   2.73e-3 38.6    147.8     0.654    1.360      0.00
    408.3    1.4   36.0    189.0 0.116      28.5 1.58    24.00     0.100    1.864 
0.1L    :   4.77
    158.5    6.0   36.7    1.266   8.7   2.74e-3 38.6    139.1     0.617    1.113      0.00
    564.4    1.5   36.0    189.0 0.111      28.4 1.57    24.00     0.100    1.635 
0.2L    :   9.53
    130.5    6.0   34.5    1.978   8.7   1.97e-3 35.9    103.7     0.448    0.874      0.00
   1014.9    1.9   33.5    189.0 0.097      32.6 1.94    24.00     0.100    1.681 
0.3L    :  14.30
    103.1    6.0   35.8    2.170   8.7   2.17e-3 36.6     73.9     0.316    0.874      0.00
   1302.8    2.1   34.8    189.0 0.072      31.9 1.83    24.00     0.100    2.142 
0.4L    :  19.07
     76.1    6.0   36.4    2.170   0.0   2.41e-3 37.4     54.1     0.234    0.874      0.00
   1425.8    2.1   35.4    189.0 0.057      30.4 1.71    24.00     0.100    2.752 
0.5L    :  23.83
     52.1    6.0   36.4    2.170   0.0   2.06e-3 36.2     24.4     0.101    0.343      0.00
   1432.4    2.1   35.4    189.0 0.039      33.5 1.89    24.00     0.100    2.012 
0.6L    :  28.60
     76.1    6.0   36.4    2.170   0.0   2.41e-3 37.4     54.1     0.234    0.874      0.00
   1425.8    2.1   35.4    189.0 0.057      30.4 1.71    24.00     0.100    2.752 
0.7L    :  33.37
    103.1    6.0   35.8    2.170   8.7   2.17e-3 36.6     73.9     0.316    0.874      0.00
   1302.8    2.1   34.8    189.0 0.072      31.9 1.83    24.00     0.100    2.142 
0.8L    :  38.13
    130.5    6.0   34.5    1.978   8.7   1.97e-3 35.9    103.7     0.448    0.874      0.00
   1014.9    1.9   33.5    189.0 0.097      32.6 1.94    24.00     0.100    1.681 
0.9L    :  42.90
    158.5    6.0   36.7    1.266   8.7   2.74e-3 38.6    139.1     0.617    1.113      0.00
    564.4    1.5   36.0    189.0 0.111      28.4 1.57    24.00     0.100    1.635 
Critical:  44.16
    166.5    6.0   36.7    1.183   8.7   2.73e-3 38.6    147.8     0.654    1.360      0.00
    408.3    1.4   36.0    189.0 0.116      28.5 1.58    24.00     0.100    1.864 
Transfer:  44.67
    169.8    6.0   36.7    1.148   8.7   3.21e-3 40.2    154.5     0.725    1.360      0.00
    349.2    1.4   36.1    189.0 0.119      25.5 1.41    24.00     0.100    1.717 
Bearing :  47.17
    185.7    6.0   36.7    0.191   1.4   6.00e-3 50.0    188.9     1.229    3.013      0.56
      0.0    0.2   36.6     31.5 0.133      16.0 0.87    12.00     0.100    1.871 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =    8.00
Abrst_rqrd, in2 =    0.85
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 1
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 9.00(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
    185.7      5.63     36.75    0.23       36.63    24.00      0.090      1.653      0.623      3.013 
Transfer:      2.50
    169.8      5.23     36.75    1.37       36.06    24.00      0.090      1.519      0.542      1.360 
Critical:      3.00
    166.6      5.14     36.75    1.41       36.04    24.00      0.090      1.487      0.523      1.360 
0.1L    :      4.27
    158.5      4.89     36.75    1.51       36.00    24.00      0.090      1.406      0.475      1.113 
0.2L    :      9.03
    130.5      4.32     34.48    1.88       33.54    24.00      0.090      1.216      0.361      0.343*
0.3L    :     13.80
    103.1      3.29     35.79    2.06       34.76    24.00      0.090      0.873      0.155      0.343 
0.4L    :     18.57
     76.1      2.39     36.45    2.06       35.42    24.00      0.090      0.571      0.000      0.343 
0.5L    :     23.33
     52.1      1.63     36.45    2.06       35.42    24.00      0.090      0.320      0.000      0.343 
0.6L    :     28.10
     76.1      2.39     36.45    2.06       35.42    24.00      0.090      0.571      0.000      0.874 
0.7L    :     32.87
    103.1      3.29     35.79    2.06       34.76    24.00      0.090      0.873      0.155      0.874 
0.8L    :     37.63
    130.5      4.32     34.48    1.88       33.54    24.00      0.090      1.216      0.361      0.874 
0.9L    :     42.40
    158.5      4.89     36.75    1.51       36.00    24.00      0.090      1.406      0.475      1.113 
Critical:     43.66
    166.6      5.14     36.75    1.41       36.04    24.00      0.090      1.487      0.523      1.360 
Transfer:     44.17
    169.8      5.23     36.75    1.37       36.06    24.00      0.090      1.519      0.542      1.360 
Bearing :     46.67
    185.7      5.63     36.75    0.23       36.63    24.00      0.090      1.653      0.623      3.013 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.27 ft
Prestress      :       0.317  1.80      0.570  2.20      0.697
Self Wt.       :      -0.070  1.85     -0.130  2.40     -0.168
Deck + Haunch  :                       -0.116  2.30     -0.266
DL-Prec. (DC)  :                       -0.023  3.00     -0.070
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.013  3.00     -0.038
DL-Comp. (DW)  :                       -0.006  3.00     -0.017
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 9.03 ft
Prestress      :       0.577  1.80      1.038  2.20      1.269
Self Wt.       :      -0.132  1.85     -0.244  2.40     -0.317
Deck + Haunch  :                       -0.231  2.30     -0.531
DL-Prec. (DC)  :                       -0.046  3.00     -0.139
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.026  3.00     -0.077
DL-Comp. (DW)  :                       -0.011  3.00     -0.034
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 13.80 ft
Prestress      :       0.766  1.80      1.379  2.20      1.686
Self Wt.       :      -0.179  1.85     -0.332  2.40     -0.431
Deck + Haunch  :                       -0.320  2.30     -0.735
DL-Prec. (DC)  :                       -0.064  3.00     -0.193
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.035  3.00     -0.106
DL-Comp. (DW)  :                       -0.016  3.00     -0.047
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 18.57 ft
Prestress      :       0.882  1.80      1.588  2.20      1.940
Self Wt.       :      -0.209  1.85     -0.387  2.40     -0.502
Deck + Haunch  :                       -0.376  2.30     -0.865
DL-Prec. (DC)  :                       -0.076  3.00     -0.227
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.042  3.00     -0.125
DL-Comp. (DW)  :                       -0.019  3.00     -0.056
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 23.33 ft
Prestress      :       0.922  1.80      1.660  2.20      2.029
Self Wt.       :      -0.220  1.85     -0.407  2.40     -0.528
Deck + Haunch  :                       -0.396  2.30     -0.910
DL-Prec. (DC)  :                       -0.079  3.00     -0.238
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.044  3.00     -0.132
DL-Comp. (DW)  :                       -0.020  3.00     -0.059
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 28.10 ft
Prestress      :       0.882  1.80      1.588  2.20      1.940
Self Wt.       :      -0.209  1.85     -0.387  2.40     -0.502
Deck + Haunch  :                       -0.376  2.30     -0.865
DL-Prec. (DC)  :                       -0.076  3.00     -0.227
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.042  3.00     -0.125
DL-Comp. (DW)  :                       -0.019  3.00     -0.056
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 32.87 ft
Prestress      :       0.766  1.80      1.379  2.20      1.686
Self Wt.       :      -0.179  1.85     -0.332  2.40     -0.431
Deck + Haunch  :                       -0.320  2.30     -0.735
DL-Prec. (DC)  :                       -0.064  3.00     -0.193
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.035  3.00     -0.106
DL-Comp. (DW)  :                       -0.016  3.00     -0.047
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 37.63 ft
Prestress      :       0.577  1.80      1.038  2.20      1.269
Self Wt.       :      -0.132  1.85     -0.244  2.40     -0.317
Deck + Haunch  :                       -0.231  2.30     -0.531
DL-Prec. (DC)  :                       -0.046  3.00     -0.139
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.026  3.00     -0.077
DL-Comp. (DW)  :                       -0.011  3.00     -0.034
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 42.40 ft
Prestress      :       0.317  1.80      0.570  2.20      0.697
Self Wt.       :      -0.070  1.85     -0.130  2.40     -0.168
Deck + Haunch  :                       -0.116  2.30     -0.266
DL-Prec. (DC)  :                       -0.023  3.00     -0.070
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.013  3.00     -0.038
DL-Comp. (DW)  :                       -0.006  3.00     -0.017
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:   2.50
   346.6    32.7  1.436  266.3    1.6   1.37   1019.1  0.068T 1.00       -       -     -     -  
H/2     :   1.68
   237.5    32.5  1.042  267.3    1.2   1.00    741.4  0.095T 1.00       -       -     -     -  
0.1L    :   4.27
   564.4    33.2  1.582  266.0    1.8   1.51   1136.4  0.062T 1.00       -       -     -     -  
0.2L    :   9.03
  1040.0    34.5  1.978  265.1    2.2   1.88   1465.5  0.049T 1.00       -       -     -     -  
0.3L    :  13.80
  1352.2    35.8  2.170  264.9    2.4   2.06   1665.1  0.044T 1.00   1358.3  1358.3    1.23    -  
0.4L    :  18.57
  1534.4    36.4  2.170  265.0    2.4   2.06   1697.1  0.044T 1.00   1366.4  1366.4    1.24    -  
0.5L    :  23.33
  1569.7    36.4  2.170  265.0    2.4   2.06   1697.1  0.044T 1.00   1353.7  1353.7    1.25    -  
0.6L    :  28.10
  1534.5    36.4  2.170  265.0    2.4   2.06   1697.1  0.044T 1.00   1366.4  1366.4    1.24    -  
0.7L    :  32.87
  1352.2    35.8  2.170  264.9    2.4   2.06   1665.1  0.044T 1.00   1358.3  1358.3    1.23    -  
0.8L    :  37.63
  1040.1    34.5  1.978  265.1    2.2   1.88   1465.5  0.049T 1.00       -       -     -     -  
0.9L    :  42.40
   564.4    33.2  1.582  266.0    1.8   1.51   1136.4  0.062T 1.00       -       -     -     -  
H/2     :  44.99
   237.5    32.5  1.042  267.3    1.2   1.00    741.4  0.095T 1.00       -       -     -     -  
Transfer:  44.17
   346.6    32.7  1.436  266.3    1.6   1.37   1019.1  0.068T 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 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.128
        M   2.00 Fb     0.563
 
  2   1 E  29.00 Ft     0.251
        M   6.00 Fb     0.507
 
  3   1 E  27.00 Ft     0.585
        M   4.00 Fb     0.485
 
  4   2 E   6.00 Ft     0.498
        M   6.00 Fb     1.017
 
  5   2 E   4.00 Ft     0.322
        M   4.00 Fb     1.617
 
  6   2 E   2.00 Ft     0.056
        M   2.00 Fb     2.285
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-A       
Precast Length, ft: 47.67            Release Length, ft: 47.67
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   2           No. of strands, Straight:   8
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  6.13 %               Final losses: 11.17 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       2.573     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.349     Depress
      Precast Top w/ reinf. (tension)      -0.590           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  1697.09     1569.66     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.622     Midspan    1.800   0.103     Midspan
    Pre.Top:   4.200   1.396     Midspan    3.150   1.187     Midspan
    Pre.Bot:   4.200   1.452    Transfer    3.150   1.780    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.500   0.010     Bearing
    Pre.Bot:  -0.500  -0.190     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   0.782     Midspan
    Pre.Bot:                                                             2.800   0.584    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  23.33 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.922  1.80      1.660  2.20      2.029
Self Wt.       :      -0.220  1.85     -0.407  2.40     -0.528
Deck + Haunch  :                       -0.396  2.30     -0.910
DL-Prec. (DC)  :                       -0.079  3.00     -0.238
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.044  3.00     -0.132
DL-Comp. (DW)  :                       -0.020  3.00     -0.059
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

