Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-C                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 16.000 in    Bot = 20.000 in  Beam Spac. Lt./Rt. =   3.08/  7.50 ft
     thick: Top =  5.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  9.000 in                     Interior/Exterior  =   Exterior
            Bot =  9.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  9.000 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     =  16.000 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       0.060      0.00       0.060   80.00
     DC  Line       0.008      0.00       0.008   80.00
     DC  Line       0.064      0.00       0.064   80.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    40.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 81.000 ft
Release length = 81.000 ft
Design  length = 80.000 ft
 
Kern points:
------------
Upper    =   30.42 in
Lower    =   11.91 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.596   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.775   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.835   (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                  =        564.5 in2           1127.4 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           357820 in4#
Ht. of c.g.           =        20.23 in             34.76 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        588.0 plf           1258.3 plf   
Mom. of Inertia (Iyy) =      10478.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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     2.22     7.60    15.70    23.80    31.90    40.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    568.6    589.4    587.0    589.4    589.4    589.4    589.4    589.4
  Yb      ,  in    20.18    19.90    19.93    19.84    19.75    19.66    19.57    19.57
  MI(Ixx) , in4   116561   117790   117635   118342   119405   120694   122210   122210
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1131.2   1150.5   1148.3   1150.5   1150.5   1150.5   1150.5   1150.5
  Yb      ,  in    34.68    34.31    34.35    34.28    34.24    34.19    34.15    34.15
  MI(Ixx) , in4   359615   369080   367974   370510   372958   375621   378501   378501

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
 Outer  15.00 %:
  Max tens           =      -0.54 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 Center  70.00 %:
  Max tens           =      -0.54 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 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           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  22 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 32.40 ft from member end )
END PATTERN (Ycg = 13.27 in):
     6 @  2.000 in     4 @  4.000 in     6 @  6.000 in     2 @ 34.000 in
     2 @ 38.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.55 in):
(A) Draped:
     2 @  2.000 in     2 @  6.000 in     2 @ 10.000 in
(B) Straight:
     6 @  2.000 in     4 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    4.77 in2      Initial Pull          =      935.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.897 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.871 ft
Holddown Force        =  20.935 kips     Beam Shrtng (PL/AE)   =      0.337 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)       
--------------------------------------------------------------------------------------
      1783.315         740 1319.653     11.760 47629.793   593.744      50.494        
 
 
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       0.1457      3.8960    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.5200      1.6457     No
      2      US#4[M13]       60.00        0.40       9.00       0.5200      3.5200    Yes
      2      US#4[M13]       60.00        0.40      10.50       3.5200      4.3960    Yes
      2      US#4[M13]       60.00        0.40      12.00       3.8960      6.8960    Yes
      2      US#4[M13]       60.00        0.40      12.00       4.3960      6.3960    Yes
      2      US#4[M13]       60.00        0.40      13.00       6.3960      7.4800    Yes
      2      US#4[M13]       60.00        0.40      14.00       7.4800     10.9800    Yes
      2      US#4[M13]       60.00        0.40      14.63      10.9800     12.2001     No
      2      US#4[M13]       60.00        0.40      17.13      12.2001     13.6280     No
      2      US#4[M13]       60.00        0.40      19.00      13.6280     21.5420     No
      2      US#4[M13]       60.00        0.40      14.00       6.8960     11.5630    Yes
      2      US#4[M13]       60.00        0.40      15.25      11.5630     12.8340    Yes
      2      US#4[M13]       60.00        0.40      19.00      12.8333     68.1667    Yes
      2      US#4[M13]       60.00        0.40      15.25      68.1660     69.4370    Yes
      2      US#4[M13]       60.00        0.40      14.00      69.4370     74.1040    Yes
      2      US#4[M13]       60.00        0.40      12.00      74.1040     77.1040    Yes
      2      US#4[M13]       60.00        0.40      19.00      59.4580     67.3720     No
      2      US#4[M13]       60.00        0.40      17.13      67.3720     68.7999     No
      2      US#4[M13]       60.00        0.40      14.63      68.7999     70.0200     No
      2      US#4[M13]       60.00        0.40      14.00      70.0200     73.5200    Yes
      2      US#4[M13]       60.00        0.40      13.00      73.5200     74.6040    Yes
      2      US#4[M13]       60.00        0.40      12.00      74.6040     76.6040    Yes
      2      US#4[M13]       60.00        0.40      10.50      76.6040     77.4800    Yes
      2      US#4[M13]       60.00        0.40       9.00      77.4800     80.4800    Yes
      2      US#6[M19]       60.00        0.88       4.50      79.3543     80.4800     No
      2      US#4[M13]       60.00        0.40       9.00      77.1040     80.8543    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#6[M19]           2.50 0.440  0.0000  5.0000       2.00 
      1 US#6[M19]           2.50 0.440 76.0000 81.0000       2.00 
      1 US#8[M25]           2.50 0.790  0.0000  2.6700       2.00 
      1 US#8[M25]           2.50 0.790  0.0000  2.6700       2.00 
      1 US#8[M25]           2.50 0.790 78.3300 81.0000       2.00 
      1 US#8[M25]           2.50 0.790 78.3300 81.0000       2.00 
      1 US#4[M13]           2.00 0.200  0.1250  5.1250       6.50 
      1 US#4[M13]           2.00 0.200 75.8750 80.8750       6.50 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.7740 in2       Ycg =  4.55 in
         P_init    =      935.8 kips  Ecc = 15.68 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.72 ksi  (Eq 5.9.3.2.3a-1), (fcgp= 2.372 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.56 ksi    0.00 ksi
    due to Composite Loads                                 -1.88 ksi    0.00 ksi
    due to Live Loads                                      -5.77 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                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.81 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.72 ksi  ( 7.51 %)            13.01 ksi ( 6.64 %)
Total Prestress Losses                                    27.73 ksi (14.15 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.22    7.60   15.70   23.80   31.90   40.00
Self wt.  : M       0.0    57.0    50.7   161.8   296.8   393.3   451.1   470.4
(Max)       V      23.5    22.1    22.2    19.1    14.3     9.5     4.8     0.0
DL-Prec.  : M       0.0    12.8    11.4    36.4    66.8    88.5   101.5   105.9
DC(Max)     V       5.3     5.0     5.0     4.3     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    64.9    57.8   184.4   338.3   448.3   514.2   536.2
Haunch (Max)V      26.8    25.1    25.3    21.7    16.3    10.9     5.4     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.1     1.7     2.3     2.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.7    25.5    81.4   149.4   198.0   227.1   236.8
DC(Max)     V      11.8    11.1    11.2     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    12.8    11.4    36.3    66.6    88.3   101.3   105.6
DW(Max)     V       5.3     4.9     5.0     4.3     3.2     2.1     1.1     0.0
LL + I    : M+      0.0   169.3   150.9   477.5   864.2  1124.8  1278.6  1315.1
            V      92.0    88.1    88.5    80.0    67.7    55.3    38.8    26.4
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    92.0    88.1    88.5    80.0    68.3    57.1    46.4    36.0
            M      -0.0   167.2   149.1   465.7   822.1  1041.9  1133.1  1103.6
Total     : M+      0.0   345.7   308.0   978.4  1783.3  2342.8  2676.1  2772.9
            V     164.9   156.4   157.3   139.0   111.9    84.9    53.6    26.5
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   164.9   156.4   157.3   139.0   112.6    86.7    61.2    36.1
            M      -0.0   343.6   306.2   966.6  1741.2  2259.9  2530.6  2561.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.10   56.20   64.30   72.40   77.78   77.50   80.00
Self wt.  : M     451.1   393.3   296.8   161.8    50.7    57.0     0.0
(Max)       V       4.8     9.5    14.3    19.1    22.2    22.1    23.5
DL-Prec.  : M     101.5    88.5    66.8    36.4    11.4    12.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     5.0     5.0     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     514.2   448.3   338.3   184.4    57.8    64.9     0.0
Haunch (Max)V       5.4    10.9    16.3    21.7    25.3    25.1    26.8
Diaphragm : M       2.3     1.7     1.1     0.5     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     227.1   198.0   149.4    81.4    25.5    28.7     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.2    11.1    11.8
DL-Comp   : M     101.3    88.3    66.6    36.3    11.4    12.8     0.0
DW(Max)     V       1.1     2.1     3.2     4.3     5.0     4.9     5.3
LL + I    : M+   1278.6  1124.8   864.2   477.5   150.9   169.3     0.0
            V      38.8    55.3    67.7    80.0    88.5    88.1    92.0
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    46.4    57.1    68.3    80.0    88.5    88.1    92.0
            M    1133.1  1041.9   822.1   465.7   149.1   167.2    -0.0
Total     : M+   2676.1  2342.8  1783.3   978.4   308.0   345.7     0.0
            V      53.6    84.9   111.9   139.0   157.3   156.4   164.9
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    61.2    86.7   112.6   139.0   157.3   156.4   164.9
            M    2530.6  2259.9  1741.2   966.6   306.2   343.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               23.5             23.5
Deck+Haunch            26.8             26.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           59.2             59.2
DL-Comp.(DW)           26.4             26.4
Live                   89.2             89.2
        Truck          63.6             63.6
        Lane           25.6             25.6
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    2.22    7.60   15.70   23.80   31.90   40.00
Self wt.  : M       0.0    57.0    50.7   161.8   296.8   393.3   451.1   470.4
(Max)       V      23.5    22.1    22.2    19.1    14.3     9.5     4.8     0.0
DL-Prec.  : M       0.0    12.8    11.4    36.4    66.8    88.5   101.5   105.9
DC(Max)     V       5.3     5.0     5.0     4.3     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    64.9    57.8   184.4   338.3   448.3   514.2   536.2
Haunch (Max)V      26.8    25.1    25.3    21.7    16.3    10.9     5.4     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.1     1.7     2.3     2.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.7    25.5    81.4   149.4   198.0   227.1   236.8
DC(Max)     V      11.8    11.1    11.2     9.6     7.2     4.8     2.4     0.0
DL-Comp   : M       0.0    12.8    11.4    36.3    66.6    88.3   101.3   105.6
DW(Max)     V       5.3     4.9     5.0     4.3     3.2     2.1     1.1     0.0
LL + I    : M+      0.0   135.5   120.7   382.0   691.4   899.8  1022.9  1052.1
            V      73.6    70.5    70.8    64.0    54.1    44.3    31.0    21.2
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    73.6    70.5    70.8    64.0    54.7    45.7    37.1    28.8
            M      -0.0   133.8   119.3   372.6   657.7   833.5   906.5   882.9
Total     : M+      0.0   311.8   277.8   882.9  1610.5  2117.8  2420.4  2509.8
            V     146.5   138.7   139.6   123.0    98.4    73.8    45.8    21.2
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   146.5   138.7   139.6   123.0    98.9    75.2    51.9    28.9
            M      -0.0   310.1   276.4   873.5  1576.8  2051.5  2304.0  2340.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.10   56.20   64.30   72.40   77.78   77.50   80.00
Self wt.  : M     451.1   393.3   296.8   161.8    50.7    57.0     0.0
(Max)       V       4.8     9.5    14.3    19.1    22.2    22.1    23.5
DL-Prec.  : M     101.5    88.5    66.8    36.4    11.4    12.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     5.0     5.0     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     514.2   448.3   338.3   184.4    57.8    64.9     0.0
Haunch (Max)V       5.4    10.9    16.3    21.7    25.3    25.1    26.8
Diaphragm : M       2.3     1.7     1.1     0.5     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     227.1   198.0   149.4    81.4    25.5    28.7     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.2    11.1    11.8
DL-Comp   : M     101.3    88.3    66.6    36.3    11.4    12.8     0.0
DW(Max)     V       1.1     2.1     3.2     4.3     5.0     4.9     5.3
LL + I    : M+   1022.9   899.8   691.4   382.0   120.7   135.5     0.0
            V      31.0    44.3    54.1    64.0    70.8    70.5    73.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    37.1    45.7    54.7    64.0    70.8    70.5    73.6
            M     906.5   833.5   657.7   372.6   119.3   133.8    -0.0
Total     : M+   2420.4  2117.8  1610.5   882.9   277.8   311.8     0.0
            V      45.8    73.8    98.4   123.0   139.6   138.7   146.5
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    51.9    75.2    98.9   123.0   139.6   138.7   146.5
            M    2304.0  2051.5  1576.8   873.5   276.4   310.1    -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    2.22    7.60   15.70   23.80   31.90   40.00
Self wt.  : M       0.0    71.2    63.4   202.2   371.0   491.6   563.9   588.0
(Max)       V      29.4    27.6    27.8    23.8    17.9    11.9     6.0     0.0
Self wt.  : M       0.0    51.3    45.7   145.6   267.1   353.9   406.0   423.4
(Min)       V      21.2    19.8    20.0    17.1    12.9     8.6     4.3     0.0
DL-Prec.  : M       0.0    16.0    14.3    45.5    83.5   110.6   126.9   132.4
DC(Max)     V       6.6     6.2     6.3     5.4     4.0     2.7     1.3     0.0
DL-Prec.  : M       0.0    11.5    10.3    32.8    60.1    79.7    91.4    95.3
DC(Min)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    81.2    72.3   230.5   422.9   560.3   642.8   670.3
Haunch (Max)V      33.5    31.4    31.7    27.1    20.4    13.6     6.8     0.0
Deck +    : M       0.0    58.4    52.1   166.0   304.5   403.4   462.8   482.6
Haunch (Min)V      24.1    22.6    22.8    19.5    14.7     9.8     4.9     0.0
Diaphragm : M       0.0     0.2     0.2     0.7     1.4     2.1     2.9     3.6
(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     0.5     1.0     1.5     2.1     2.6
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.8    31.9   101.8   186.8   247.4   283.9   296.0
DC(Max)     V      14.8    13.9    14.0    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    25.8    23.0    73.3   134.5   178.2   204.4   213.1
DC(Min)     V      10.7    10.0    10.1     8.6     6.5     4.3     2.2     0.0
DL-Comp   : M       0.0    19.2    17.1    54.5    99.9   132.4   151.9   158.4
DW(Max)     V       7.9     7.4     7.5     6.4     4.8     3.2     1.6     0.0
DL-Comp   : M       0.0     8.3     7.4    23.6    43.3    57.4    65.8    68.6
DW(Min)     V       3.4     3.2     3.2     2.8     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   296.4   264.1   835.7  1512.4  1968.4  2237.5  2301.4
            V     161.1   154.1   154.9   140.0   118.4    96.8    67.9    46.3
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   161.1   154.1   154.9   140.0   119.6   100.0    81.1    63.0
            M      -0.0   292.6   260.9   815.0  1438.7  1823.4  1982.9  1931.2
Total     : M+      0.0   520.0   463.3  1470.9  2678.0  3512.9  4009.7  4150.0
            V     253.4   240.7   242.1   214.8   174.5   134.3    86.6    46.4
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   253.4   240.7   242.1   214.8   175.7   137.5    99.9    63.1
            M      -0.0   516.3   460.1  1450.2  2604.3  3367.9  3755.2  3779.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.10   56.20   64.30   72.40   77.78   77.50   80.00
Self wt.  : M     563.9   491.6   371.0   202.2    63.4    71.2     0.0
(Max)       V       6.0    11.9    17.9    23.8    27.8    27.6    29.4
Self wt.  : M     406.0   353.9   267.1   145.6    45.7    51.3     0.0
(Min)       V       4.3     8.6    12.9    17.1    20.0    19.8    21.2
DL-Prec.  : M     126.9   110.6    83.5    45.5    14.3    16.0     0.0
DC(Max)     V       1.3     2.7     4.0     5.4     6.3     6.2     6.6
DL-Prec.  : M      91.4    79.7    60.1    32.8    10.3    11.5     0.0
DC(Min)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     642.8   560.3   422.9   230.5    72.3    81.2     0.0
Haunch (Max)V       6.8    13.6    20.4    27.1    31.7    31.4    33.5
Deck +    : M     462.8   403.4   304.5   166.0    52.1    58.4     0.0
Haunch (Min)V       4.9     9.8    14.7    19.5    22.8    22.6    24.1
Diaphragm : M       2.9     2.1     1.4     0.7     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       2.1     1.5     1.0     0.5     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     283.9   247.4   186.8   101.8    31.9    35.8     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    14.0    13.9    14.8
DL-Comp   : M     204.4   178.2   134.5    73.3    23.0    25.8     0.0
DC(Min)     V       2.2     4.3     6.5     8.6    10.1    10.0    10.7
DL-Comp   : M     151.9   132.4    99.9    54.5    17.1    19.2     0.0
DW(Max)     V       1.6     3.2     4.8     6.4     7.5     7.4     7.9
DL-Comp   : M      65.8    57.4    43.3    23.6     7.4     8.3     0.0
DW(Min)     V       0.7     1.4     2.1     2.8     3.2     3.2     3.4
LL + I    : M+   2237.5  1968.4  1512.4   835.7   264.1   296.4     0.0
            V      67.9    96.8   118.4   140.0   154.9   154.1   161.1
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    81.1   100.0   119.6   140.0   154.9   154.1   161.1
            M    1982.9  1823.4  1438.7   815.0   260.9   292.6    -0.0
Total     : M+   4009.7  3512.9  2678.0  1470.9   463.3   520.0     0.0
            V      86.6   134.3   174.5   214.8   242.1   240.7   253.4
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   137.5   175.7   214.8   242.1   240.7   253.4
            M    3755.2  3367.9  2604.3  1450.2   460.1   516.3    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.4             29.4
Deck+Haunch            33.5             33.5
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.6              6.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           39.6             39.6
Live                  156.1            156.1
        Truck         111.3            111.3
        Lane           44.8             44.8
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    2.22    7.60   15.70   23.80   31.90   40.00
Self wt.  : M       0.0    57.0    50.7   161.8   296.8   393.3   451.1   470.4
(Max)       V      23.5    22.1    22.2    19.1    14.3     9.5     4.8     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.8    11.4    36.4    66.8    88.5   101.5   105.9
DC(Max)     V       5.3     5.0     5.0     4.3     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    64.9    57.8   184.4   338.3   448.3   514.2   536.2
Haunch (Max)V      26.8    25.1    25.3    21.7    16.3    10.9     5.4     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     0.2     0.5     1.1     1.7     2.3     2.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    28.7    25.5    81.4   149.4   198.0   227.1   236.8
DC(Max)     V      11.8    11.1    11.2     9.6     7.2     4.8     2.4     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    12.8    11.4    36.3    66.6    88.3   101.3   105.6
DW(Max)     V       5.3     4.9     5.0     4.3     3.2     2.1     1.1     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   170.4   152.0   473.8   833.1  1077.8  1196.2  1164.4
            V      93.5    89.5    89.9    81.4    69.3    53.5    41.4    29.3
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    93.5    89.5    89.9    81.4    69.3    57.2    45.1    33.6
            M       0.0   170.4   152.0   473.8   833.1  1042.2  1101.1  1030.4
Total     : M+      0.0   346.8   309.1   974.7  1752.2  2295.8  2593.8  2622.1
            V     166.3   157.8   158.7   140.4   113.5    83.0    56.2    29.3
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   166.3   157.8   158.7   140.4   113.5    86.7    59.9    33.7
            M       0.0   346.8   309.1   974.7  1752.2  2260.2  2498.7  2488.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.10   56.20   64.30   72.40   77.78   77.50   80.00
Self wt.  : M     451.1   393.3   296.8   161.8    50.7    57.0     0.0
(Max)       V       4.8     9.5    14.3    19.1    22.2    22.1    23.5
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     101.5    88.5    66.8    36.4    11.4    12.8     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     5.0     5.0     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     514.2   448.3   338.3   184.4    57.8    64.9     0.0
Haunch (Max)V       5.4    10.9    16.3    21.7    25.3    25.1    26.8
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       2.3     1.7     1.1     0.5     0.2     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     227.1   198.0   149.4    81.4    25.5    28.7     0.0
DC(Max)     V       2.4     4.8     7.2     9.6    11.2    11.1    11.8
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     101.3    88.3    66.6    36.3    11.4    12.8     0.0
DW(Max)     V       1.1     2.1     3.2     4.3     5.0     4.9     5.3
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+   1196.2  1077.8   833.1   473.8   152.0   170.4     0.0
            V      41.4    53.5    69.3    81.4    89.9    89.5    93.5
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    45.1    57.2    69.3    81.4    89.9    89.5    93.5
            M    1101.1  1042.2   833.1   473.8   152.0   170.4     0.0
Total     : M+   2593.8  2295.8  1752.2   974.7   309.1   346.8     0.0
            V      56.2    83.0   113.5   140.4   158.7   157.8   166.3
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    59.9    86.7   113.5   140.4   158.7   157.8   166.3
            M    2498.7  2260.2  1752.2   974.7   309.1   346.8     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.10   16.20   24.30   32.40   40.50
 
Beam-Self
Precast-top    0.176   0.443   0.783   1.021   1.156   1.204 
Bottom        -0.139  -0.349  -0.613  -0.792  -0.890  -0.927 
 
Prestress
Precast-top    0.105  -0.153  -0.558  -0.953  -1.338  -1.338 
Bottom         2.764   2.961   3.266   3.559   3.839   3.839 
 
Total
Precast-top    0.281   0.289   0.225   0.067  -0.182  -0.133 
Bottom         2.624   2.612   2.654   2.768   2.949   2.912 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.37 %)
             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    2.22    7.60   15.70   23.80   31.90   40.00
 
Prestress
Precast-top    0.035   0.091   0.094  -0.133  -0.483  -0.826  -1.159  -1.159
Bottom         0.402   2.394   2.172   2.565   2.830   3.083   3.326   3.326
 
Self wt.
Precast-top   -0.000   0.146   0.130   0.413   0.753   0.991   1.127   1.175
Bottom        -0.000  -0.116  -0.103  -0.326  -0.589  -0.769  -0.867  -0.904
 
DL-Prec (DC)
Precast-top   -0.000   0.033   0.029   0.093   0.170   0.223   0.254   0.264
Bottom        -0.000  -0.026  -0.023  -0.073  -0.133  -0.173  -0.195  -0.203
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.003   0.004   0.006   0.007
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.166   0.148   0.470   0.858   1.129   1.284   1.339
Bottom        -0.000  -0.132  -0.118  -0.371  -0.672  -0.876  -0.988  -1.030
 
DL-Comp (DC)
Topping-top   -0.000   0.015   0.014   0.044   0.080   0.105   0.120   0.125
Precast-top   -0.000   0.010   0.009   0.028   0.052   0.068   0.078   0.081
Bottom        -0.000  -0.032  -0.029  -0.090  -0.165  -0.216  -0.246  -0.256
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.006   0.020   0.036   0.047   0.054   0.056
Precast-top   -0.000   0.004   0.004   0.013   0.023   0.030   0.035   0.036
Bottom        -0.000  -0.014  -0.013  -0.040  -0.073  -0.096  -0.110  -0.114
 
LL+I(+)
Topping-top   -0.000   0.091   0.081   0.257   0.463   0.599   0.677   0.697
Precast-top   -0.000   0.059   0.052   0.166   0.299   0.388   0.440   0.452
Bottom        -0.000  -0.189  -0.169  -0.530  -0.952  -1.229  -1.384  -1.424
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.114   0.101   0.320   0.578   0.751   0.851   0.878 
Precast-top    0.035   0.509   0.466   1.051   1.675   2.009   2.064   2.197 
Bottom         0.402   1.886   1.717   1.134   0.244  -0.279  -0.469  -0.612 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.022   0.020   0.063   0.116   0.152   0.174   0.181 
Precast-top    0.035   0.450   0.414   0.885   1.376   1.621   1.624   1.744 
Bottom         0.402   2.075   1.886   1.664   1.196   0.949   0.916   0.812 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.10   16.20   24.30   32.40   40.50
 
Beam-Self
Precast-top    0.176   0.443   0.783   1.021   1.156   1.204 
Bottom        -0.139  -0.349  -0.613  -0.792  -0.890  -0.927 
 
Prestress
Precast-top    0.105  -0.153  -0.558  -0.953  -1.338  -1.338 
Bottom         2.764   2.961   3.266   3.559   3.839   3.839 
 
Total
Precast-top    0.281   0.289   0.225   0.067  -0.182  -0.133 
Bottom         2.624   2.612   2.654   2.768   2.949   2.912 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.640   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.37 %)
             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    2.22    7.60   15.70   23.80   31.90   40.00
 
Prestress
Precast-top    0.035   0.091   0.094  -0.133  -0.483  -0.826  -1.159  -1.159
Bottom         0.402   2.394   2.172   2.565   2.830   3.083   3.326   3.326
 
Self wt.
Precast-top   -0.000   0.146   0.130   0.413   0.753   0.991   1.127   1.175
Bottom        -0.000  -0.116  -0.103  -0.326  -0.589  -0.769  -0.867  -0.904
 
DL-Prec (DC)
Precast-top   -0.000   0.033   0.029   0.093   0.170   0.223   0.254   0.264
Bottom        -0.000  -0.026  -0.023  -0.073  -0.133  -0.173  -0.195  -0.203
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.003   0.004   0.006   0.007
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.166   0.148   0.470   0.858   1.129   1.284   1.339
Bottom        -0.000  -0.132  -0.118  -0.371  -0.672  -0.876  -0.988  -1.030
 
DL-Comp (DC)
Topping-top   -0.000   0.015   0.014   0.044   0.080   0.105   0.120   0.125
Precast-top   -0.000   0.010   0.009   0.028   0.052   0.068   0.078   0.081
Bottom        -0.000  -0.032  -0.029  -0.090  -0.165  -0.216  -0.246  -0.256
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.006   0.020   0.036   0.047   0.054   0.056
Precast-top   -0.000   0.004   0.004   0.013   0.023   0.030   0.035   0.036
Bottom        -0.000  -0.014  -0.013  -0.040  -0.073  -0.096  -0.110  -0.114
 
LL+I(+)
Topping-top   -0.000   0.073   0.065   0.205   0.370   0.479   0.542   0.557
Precast-top   -0.000   0.047   0.042   0.133   0.239   0.311   0.352   0.362
Bottom        -0.000  -0.151  -0.135  -0.424  -0.762  -0.983  -1.107  -1.139
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.095   0.085   0.269   0.486   0.632   0.716   0.739 
Precast-top    0.035   0.497   0.456   1.018   1.615   1.931   1.976   2.106 
Bottom         0.402   1.923   1.751   1.240   0.434  -0.034  -0.192  -0.327 
 

 
 
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    2.22    7.60   15.70   23.80   31.90   40.00
F_LL+I(+)
Topping-top   -0.000   0.092   0.082   0.255   0.446   0.574   0.634   0.617
Precast-top   -0.000   0.059   0.053   0.164   0.289   0.372   0.412   0.401
Bottom        -0.000  -0.190  -0.170  -0.526  -0.918  -1.177  -1.295  -1.261
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.103   0.092   0.286   0.504   0.650   0.721   0.707 
Precast-top    0.018   0.284   0.260   0.607   0.976   1.182   1.224   1.273 
Bottom         0.201   0.847   0.773   0.306  -0.320  -0.703  -0.837  -0.855 
 

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
    253.4    9.0   49.2    0.375   3.0   6.00e-3 50.0    248.8     1.210    0.533      1.45
      0.0    0.5   49.0     31.5 0.105      29.8 0.87    24.00     0.139    0.506*
Transfer:   3.00
    240.7    9.0   49.2    2.252  18.1   0.30e-3 30.1    119.2     0.289    1.067      0.00
    516.3    2.9   47.8    189.0 0.097     130.1 3.91    24.00     0.139    2.200 
Critical:   4.47
    233.1    9.0   49.2    2.457  18.1  -0.01e-3 29.0     80.0     0.186    0.800      0.00
    786.6    3.2   47.7    189.0 0.094     160.9 4.84    24.00     0.139    2.021 
0.1L    :   8.10
    214.8    9.0   46.8    3.320  18.1  -0.02e-3 28.9     68.6     0.169    0.686      0.00
   1450.2    3.8   44.9    189.0 0.091     151.9 4.86    24.00     0.139    1.879 
0.2L    :  16.20
    175.7    9.0   44.3    4.774  18.1  -0.00e-3 29.0     36.2     0.139    0.505      0.00
   2604.3    4.5   42.1    189.0 0.078     140.9 4.80    24.00     0.139    1.797 
0.3L    :  24.30
    137.5    9.0   46.5    4.774  18.1   0.95e-3 32.3     48.2     0.139    0.253      0.00
   3367.9    4.5   44.3    189.0 0.056      86.4 2.80    24.00     0.139    1.263 
0.4L    :  32.40
     99.9    9.0   48.7    4.774   0.0   1.23e-3 33.3     30.2     0.139    0.253      0.00
   3755.2    4.5   46.5    189.0 0.044      80.8 2.50    24.00     0.139    1.533 
0.5L    :  40.50
     63.1    9.0   48.7    4.774   0.0   1.01e-3 32.5      0.0     0.139    0.253      0.00
   3779.9    4.5   46.5    189.0 0.028      88.5 2.73    24.00     0.139    2.575 
0.6L    :  48.60
     99.9    9.0   48.7    4.774   0.0   1.23e-3 33.3     30.2     0.139    0.253      0.00
   3755.2    4.5   46.5    189.0 0.044      80.8 2.50    24.00     0.139    1.533 
0.7L    :  56.70
    137.5    9.0   46.5    4.774  18.1   0.95e-3 32.3     48.2     0.139    0.253      0.00
   3367.9    4.5   44.3    189.0 0.056      86.4 2.80    24.00     0.139    1.263 
0.8L    :  64.80
    175.7    9.0   44.3    4.774  18.1  -0.00e-3 29.0     36.2     0.139    0.505      0.00
   2604.3    4.5   42.1    189.0 0.078     140.9 4.80    24.00     0.139    1.797 
0.9L    :  72.90
    214.8    9.0   46.8    3.320  18.1  -0.02e-3 28.9     68.6     0.169    0.686      0.00
   1450.2    3.8   44.9    189.0 0.091     151.9 4.86    24.00     0.139    1.879 
Critical:  76.53
    233.1    9.0   49.2    2.457  18.1  -0.01e-3 29.0     80.0     0.186    0.800      0.00
    786.6    3.2   47.7    189.0 0.094     160.9 4.84    24.00     0.139    2.021 
Transfer:  78.00
    240.7    9.0   49.2    2.252  18.1   0.30e-3 30.1    119.2     0.289    1.067      0.00
    516.3    2.9   47.8    189.0 0.097     130.1 3.91    24.00     0.139    2.200 
Bearing :  80.50
    253.4    9.0   49.2    0.375   3.0   6.00e-3 50.0    248.8     1.210    0.533      1.45
      0.0    0.5   49.0     31.5 0.105      29.8 0.87    24.00     0.139    0.506*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  935.80
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.87
 
 
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 = 12.00(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
    253.4      5.75     49.25    0.50       49.00    24.00      0.120      1.616      0.477      0.533 
Transfer:      2.50
    240.7      5.60     49.25    2.93       47.79    24.00      0.120      1.566      0.447      1.067 
Critical:      3.97
    233.2      5.44     49.25    3.19       47.66    24.00      0.120      1.513      0.416      0.800 
0.1L    :      7.60
    214.8      5.32     46.81    3.81       44.90    24.00      0.120      1.472      0.391      0.686 
0.2L    :     15.70
    175.7      4.64     44.34    4.47       42.11    24.00      0.120      1.246      0.256      0.253*
0.3L    :     23.80
    137.5      3.45     46.52    4.48       44.28    24.00      0.120      0.850      0.018      0.253 
0.4L    :     31.90
     99.9      2.39     48.70    4.48       46.46    24.00      0.120      0.496      0.000      0.253 
0.5L    :     40.00
     63.1      1.51     48.70    4.48       46.46    24.00      0.120      0.203      0.000      0.253 
0.6L    :     48.10
     99.9      2.39     48.70    4.48       46.46    24.00      0.120      0.496      0.000      0.253 
0.7L    :     56.20
    137.5      3.45     46.52    4.48       44.28    24.00      0.120      0.850      0.018      0.253 
0.8L    :     64.30
    175.7      4.64     44.34    4.47       42.11    24.00      0.120      1.246      0.256      0.253*
0.9L    :     72.40
    214.8      5.32     46.81    3.81       44.90    24.00      0.120      1.472      0.391      0.686 
Critical:     76.03
    233.2      5.44     49.25    3.19       47.66    24.00      0.120      1.513      0.416      0.800 
Transfer:     77.50
    240.7      5.60     49.25    2.93       47.79    24.00      0.120      1.566      0.447      1.067 
Bearing :     80.00
    253.4      5.75     49.25    0.50       49.00    24.00      0.120      1.616      0.477      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.60 ft
Prestress      :       0.894  1.80      1.610  2.20      1.967
Self Wt.       :      -0.329  1.85     -0.609  2.40     -0.790
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.565            1.001            1.178
 
At 0.2 x L = 15.70 ft
Prestress      :       1.624  1.80      2.924  2.20      3.573
Self Wt.       :      -0.617  1.85     -1.141  2.40     -1.480
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          :       1.007            1.782            2.093
 
At 0.3 x L = 23.80 ft
Prestress      :       2.156  1.80      3.882  2.20      4.744
Self Wt.       :      -0.836  1.85     -1.546  2.40     -2.005
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          :       1.321            2.336            2.739
 
At 0.4 x L = 31.90 ft
Prestress      :       2.464  1.80      4.435  2.20      5.420
Self Wt.       :      -0.966  1.85     -1.788  2.40     -2.319
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          :       1.497            2.647            3.101
 
At 0.5 x L = 40.00 ft
Prestress      :       2.582  1.80      4.648  2.20      5.681
Self Wt.       :      -1.015  1.85     -1.877  2.40     -2.436
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          :       1.567            2.770            3.245
 
At 0.6 x L = 48.10 ft
Prestress      :       2.464  1.80      4.435  2.20      5.420
Self Wt.       :      -0.966  1.85     -1.788  2.40     -2.319
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          :       1.497            2.647            3.101
 
At 0.7 x L = 56.20 ft
Prestress      :       2.156  1.80      3.882  2.20      4.744
Self Wt.       :      -0.836  1.85     -1.546  2.40     -2.005
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          :       1.321            2.336            2.739
 
At 0.8 x L = 64.30 ft
Prestress      :       1.624  1.80      2.924  2.20      3.573
Self Wt.       :      -0.617  1.85     -1.141  2.40     -1.480
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          :       1.007            1.782            2.093
 
At 0.9 x L = 72.40 ft
Prestress      :       0.894  1.80      1.610  2.20      1.967
Self Wt.       :      -0.329  1.85     -0.609  2.40     -0.790
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.565            1.001            1.178
 

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
   520.0    40.8  3.096  263.6    3.4   2.93   2674.6  0.042T 1.00       -       -     -     -  
H/2     :   2.22
   463.3    40.7  2.806  264.2    3.1   2.66   2432.8  0.046T 1.00       -       -     -     -  
0.1L    :   7.60
  1470.9    42.2  4.058  262.0    4.5   3.81   3565.8  0.031T 1.00       -       -     -     -  
0.2L    :  15.70
  2678.0    44.3  4.774  261.0    5.3   4.47   4372.6  0.026T 1.00   3115.6  3115.6    1.40    -  
0.3L    :  23.80
  3512.9    46.5  4.774  261.4    5.3   4.48   4606.0  0.026T 1.00   3230.4  3230.4    1.43    -  
0.4L    :  31.90
  4009.7    48.7  4.774  261.8    5.3   4.48   4839.5  0.026T 1.00   3419.2  3419.2    1.42    -  
0.5L    :  40.00
  4150.0    48.7  4.774  261.8    5.3   4.48   4839.5  0.026T 1.00   3383.4  3383.4    1.43    -  
0.6L    :  48.10
  4009.7    48.7  4.774  261.8    5.3   4.48   4839.5  0.026T 1.00   3419.2  3419.2    1.42    -  
0.7L    :  56.20
  3512.9    46.5  4.774  261.4    5.3   4.48   4606.0  0.026T 1.00   3230.4  3230.4    1.43    -  
0.8L    :  64.30
  2678.0    44.3  4.774  261.0    5.3   4.47   4372.6  0.026T 1.00   3115.6  3115.6    1.40    -  
0.9L    :  72.40
  1470.9    42.2  4.058  262.0    4.5   3.81   3565.8  0.031T 1.00       -       -     -     -  
H/2     :  77.78
   463.3    40.7  2.806  264.2    3.1   2.66   2432.8  0.046T 1.00       -       -     -     -  
Transfer:  77.50
   520.0    40.8  3.096  263.6    3.4   2.93   2674.6  0.042T 1.00       -       -     -     -  

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

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

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 1; Groups 1-11; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.004
        M   2.00 Fb     0.262
 
  2   2 E  42.00 Ft     0.487
        M  10.00 Fb     0.131
 
  3   2 E  38.00 Ft     0.906
        M   6.00 Fb     0.058
 
  4   2 E  34.00 Ft     1.252
        M   2.00 Fb     0.042
 
  5   2 E   6.00 Ft     1.144
        M   6.00 Fb     0.387
 
  6   2 E   6.00 Ft     1.037
        M   6.00 Fb     0.731
 
  7   2 E   6.00 Ft     0.929
        M   6.00 Fb     1.075
 
  8   2 E   4.00 Ft     0.785
        M   4.00 Fb     1.448
 
  9   2 E   4.00 Ft     0.641
        M   4.00 Fb     1.821
 
 10   2 E   2.00 Ft     0.461
        M   2.00 Fb     2.223
 
 11   2 E   2.00 Ft     0.281
        M   2.00 Fb     2.624
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 81.00            Release Length, ft: 81.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  22
No. of strands, Draped:   6           No. of strands, Straight:  16
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  7.51 %               Final losses: 14.15 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             3.250       2.949   0.4L/0.6L     OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.537       0.281     Trans  
      Precast Top w/ reinf. (tension)      -0.537           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.537      -0.182   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4839.48     4150.01     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   0.878     Midspan    1.800   0.181     Midspan
    Pre.Top:   3.600   2.197     Midspan    2.700   1.744     Midspan
    Pre.Bot:   3.600   1.886    Transfer    2.700   2.075    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465   0.035     Bearing
    Pre.Bot:  -0.465  -0.327     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.273     Midspan
    Pre.Bot:                                                             2.400   0.847    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  40.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.582  1.80      4.648  2.20      5.681
Self Wt.       :      -1.015  1.85     -1.877  2.40     -2.436
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          :       1.567            2.770            3.245
 
Positive values indicate upward deflection.

