Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-B                            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 =  5.000 in    Bot =  7.000 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   63.33
     DC  Line       0.007      0.00       0.007   63.33
     DC  Line       0.064      0.00       0.064   63.33
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    31.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 64.333 ft
Release length = 64.333 ft
Design  length = 63.333 ft
 
Kern points:
------------
Upper    =   26.56 in
Lower    =    9.67 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.604   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.793   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.855   (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                  =        382.5 in2            916.2 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           218541 in4#
Ht. of c.g.           =        17.06 in             32.36 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        398.4 plf           1067.2 plf   
Mom. of Inertia (Iyy) =       5157.0 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     1.97     5.93    12.37    18.80    25.23    31.67
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    385.1    398.3    395.5    398.3    398.3    398.3    398.3    398.3
  Yb      ,  in    17.01    16.73    16.79    16.70    16.64    16.58    16.52    16.52
  MI(Ixx) , in4    62155    63041    62837    63252    63699    64215    64798    64798
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2    918.7    931.0    928.4    931.0    931.0    931.0    931.0    931.0
  Yb      ,  in    32.30    31.99    32.06    31.98    31.95    31.93    31.90    31.90
  MI(Ixx) , in4   219846   226663   225174   227224   228324   229491   230722   230722

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:  15 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 25.73 ft from member end )
END PATTERN (Ycg = 9.47 in):
     6 @  2.000 in     4 @  4.000 in     2 @  6.000 in     1 @ 32.000 in
     1 @ 34.000 in     1 @ 36.000 in
 
MID PATTERN (Ycg = 3.47 in):
(A) Draped:
     1 @  2.000 in     1 @  4.000 in     1 @  6.000 in
(B) Straight:
     6 @  2.000 in     4 @  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     =    3.25 in2      Initial Pull          =      638.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.870 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.838 ft
Holddown Force        =  12.339 kips     Beam Shrtng (PL/AE)   =      0.255 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)       
-------------------------------------------------------------------------------------
       965.722         740 714.634      6.329 25632.734   589.756     198.110        
 
 
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#4[M13]       60.00        0.40       4.50       0.1457      0.8957     No
      2      US#4[M13]       60.00        0.40       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      11.00       3.5210      4.4380    Yes
      2      US#5[M16]       60.00        0.62      13.00       4.4380      9.8701    Yes
      2      US#5[M16]       60.00        0.62      13.38       9.8701     10.9902    Yes
      2      US#5[M16]       60.00        0.62      14.37      10.9902     12.2001    Yes
      2      US#5[M16]       60.00        0.62      15.00      12.2001     22.1670     No
      2      US#4[M13]       60.00        0.40      13.00       3.8960     10.3960    Yes
      2      US#4[M13]       60.00        0.40      12.75      10.3960     11.5420    Yes
      2      US#4[M13]       60.00        0.40      15.00      11.5420     52.7910    Yes
      2      US#4[M13]       60.00        0.40      12.75      52.7910     53.9370    Yes
      2      US#4[M13]       60.00        0.40      13.00      53.9370     60.4370    Yes
      2      US#5[M16]       60.00        0.62      15.00      42.1660     50.8829     No
      2      US#5[M16]       60.00        0.62      15.00      50.8829     52.1329    Yes
      2      US#5[M16]       60.00        0.62      14.37      52.1329     53.3428    Yes
      2      US#5[M16]       60.00        0.62      13.38      53.3428     54.4629    Yes
      2      US#5[M16]       60.00        0.62      13.00      54.4629     59.8950    Yes
      2      US#5[M16]       60.00        0.62      11.00      59.8950     60.8120    Yes
      2      US#5[M16]       60.00        0.62       9.00      60.8120     63.0620    Yes
      2      US#5[M16]       60.00        0.62       7.50      63.0620     63.6870    Yes
      2      US#4[M13]       60.00        0.40       3.00      63.6870     63.9370    Yes
      2      US#4[M13]       60.00        0.40       4.50      63.4373     64.1873     No
      2      US#4[M13]       60.00        0.40       9.00      60.4370     64.1873    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#6[M19]           2.00 0.880  0.0000 64.3330       3.00 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 60.3330 64.3330       6.50 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.2550 in2       Ycg =  3.47 in
         P_init    =      638.0 kips  Ecc = 13.59 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.89 ksi  (Eq 5.9.3.2.3a-1), (fcgp= 2.548 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.44 ksi    0.00 ksi
    due to Composite Loads                                 -1.76 ksi    0.00 ksi
    due to Live Loads                                      -6.16 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                        11.91 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.89 ksi  ( 7.59 %)             9.53 ksi ( 4.86 %)
Total Prestress Losses                                    24.41 ksi (12.45 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    5.93   12.37   18.80   25.23   31.67
Self wt.  : M       0.0    30.3    24.1    67.8   125.6   166.8   191.5   199.8
(Max)       V      12.6    11.6    11.8    10.3     7.7     5.1     2.6     0.0
DL-Prec.  : M       0.0    10.2     8.1    22.9    42.3    56.2    64.6    67.4
DC(Max)     V       4.3     3.9     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.9    40.4   113.9   210.7   279.9   321.4   335.3
Haunch (Max)V      21.2    19.5    19.9    17.2    12.9     8.6     4.3     0.0
Diaphragm : M       0.0     0.2     0.1     0.4     0.9     1.4     1.8     2.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    22.5    17.9    50.4    93.3   123.9   142.3   148.4
DC(Max)     V       9.4     8.6     8.8     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    10.0     8.0    22.5    41.6    55.3    63.5    66.2
DW(Max)     V       4.2     3.8     3.9     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   154.6   123.0   343.4   623.7   808.2   916.2   937.4
            V      87.1    82.3    83.3    75.7    64.0    52.3    37.5    25.8
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    87.1    82.3    83.3    75.7    64.5    53.7    43.3    33.2
            M      -0.0   157.5   125.6   343.4   597.3   756.2   817.8   787.0
Total     : M+      0.0   278.7   221.6   621.3  1138.1  1491.7  1701.3  1756.7
            V     138.8   129.9   131.8   117.7    95.5    73.3    48.1    25.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   138.8   129.9   131.8   117.7    96.0    74.8    53.8    33.3
            M      -0.0   281.6   224.2   621.3  1111.7  1439.7  1602.9  1606.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    38.10   44.53   50.97   57.40   61.36   60.83   63.33
Self wt.  : M     191.5   166.8   125.6    67.8    24.1    30.3     0.0
(Max)       V       2.6     5.1     7.7    10.3    11.8    11.6    12.6
DL-Prec.  : M      64.6    56.2    42.3    22.9     8.1    10.2     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     3.9     4.3
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     321.4   279.9   210.7   113.9    40.4    50.9     0.0
Haunch (Max)V       4.3     8.6    12.9    17.2    19.9    19.5    21.2
Diaphragm : M       1.8     1.3     0.9     0.4     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     142.3   123.9    93.3    50.4    17.9    22.5     0.0
DC(Max)     V       1.9     3.8     5.7     7.6     8.8     8.6     9.4
DL-Comp   : M      63.5    55.3    41.6    22.5     8.0    10.0     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.9     3.8     4.2
LL + I    : M+    916.2   808.2   623.7   343.4   123.0   154.6     0.0
            V      37.5    52.3    64.0    75.7    83.3    82.3    87.1
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    43.3    53.7    64.5    75.7    83.3    82.3    87.1
            M     817.8   756.2   597.3   343.4   125.6   157.5    -0.0
Total     : M+   1701.2  1491.7  1138.1   621.3   221.6   278.7     0.0
            V      48.1    73.3    95.5   117.7   131.8   129.9   138.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    53.8    74.8    96.0   117.7   131.8   129.9   138.8
            M    1602.9  1439.7  1111.7   621.3   224.2   281.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               12.6             12.6
Deck+Haunch            21.2             21.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.3              4.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           46.9             46.9
DL-Comp.(DW)           20.9             20.9
Live                   81.7             81.7
        Truck          61.4             61.4
        Lane           20.3             20.3
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    1.97    5.93   12.37   18.80   25.23   31.67
Self wt.  : M       0.0    30.3    24.1    67.8   125.6   166.8   191.5   199.8
(Max)       V      12.6    11.6    11.8    10.3     7.7     5.1     2.6     0.0
DL-Prec.  : M       0.0    10.2     8.1    22.9    42.3    56.2    64.6    67.4
DC(Max)     V       4.3     3.9     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.9    40.4   113.9   210.7   279.9   321.4   335.3
Haunch (Max)V      21.2    19.5    19.9    17.2    12.9     8.6     4.3     0.0
Diaphragm : M       0.0     0.2     0.1     0.4     0.9     1.4     1.8     2.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    22.5    17.9    50.4    93.3   123.9   142.3   148.4
DC(Max)     V       9.4     8.6     8.8     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    10.0     8.0    22.5    41.6    55.3    63.5    66.2
DW(Max)     V       4.2     3.8     3.9     3.4     2.5     1.7     0.8     0.0
LL + I    : M+      0.0   123.7    98.4   274.7   499.0   646.6   732.9   749.9
            V      69.7    65.8    66.7    60.5    51.2    41.8    30.0    20.6
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.7    65.8    66.7    60.5    51.6    43.0    34.6    26.6
            M      -0.0   126.0   100.5   274.7   477.8   605.0   654.2   629.6
Total     : M+      0.0   247.8   197.0   552.7  1013.4  1330.0  1518.0  1569.2
            V     121.4   113.4   115.1   102.6    82.7    62.9    40.6    20.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   121.4   113.4   115.1   102.6    83.1    64.0    45.2    26.6
            M      -0.0   250.1   199.0   552.7   992.2  1288.5  1439.3  1448.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    38.10   44.53   50.97   57.40   61.36   60.83   63.33
Self wt.  : M     191.5   166.8   125.6    67.8    24.1    30.3     0.0
(Max)       V       2.6     5.1     7.7    10.3    11.8    11.6    12.6
DL-Prec.  : M      64.6    56.2    42.3    22.9     8.1    10.2     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     3.9     4.3
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     321.4   279.9   210.7   113.9    40.4    50.9     0.0
Haunch (Max)V       4.3     8.6    12.9    17.2    19.9    19.5    21.2
Diaphragm : M       1.8     1.3     0.9     0.4     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     142.3   123.9    93.3    50.4    17.9    22.5     0.0
DC(Max)     V       1.9     3.8     5.7     7.6     8.8     8.6     9.4
DL-Comp   : M      63.5    55.3    41.6    22.5     8.0    10.0     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.9     3.8     4.2
LL + I    : M+    732.9   646.6   499.0   274.7    98.4   123.7     0.0
            V      30.0    41.8    51.2    60.5    66.7    65.8    69.7
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    34.6    43.0    51.6    60.5    66.7    65.8    69.7
            M     654.2   605.0   477.8   274.7   100.5   126.0    -0.0
Total     : M+   1518.0  1330.0  1013.4   552.6   197.0   247.8     0.0
            V      40.6    62.9    82.7   102.6   115.1   113.4   121.4
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    45.2    64.0    83.1   102.6   115.1   113.4   121.4
            M    1439.3  1288.4   992.2   552.6   199.0   250.1    -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    1.97    5.93   12.37   18.80   25.23   31.67
Self wt.  : M       0.0    37.9    30.1    84.8   157.0   208.5   239.4   249.7
(Max)       V      15.8    14.5    14.8    12.8     9.6     6.4     3.2     0.0
Self wt.  : M       0.0    27.3    21.7    61.1   113.0   150.1   172.4   179.8
(Min)       V      11.4    10.5    10.6     9.2     6.9     4.6     2.3     0.0
DL-Prec.  : M       0.0    12.8    10.1    28.6    52.9    70.3    80.7    84.2
DC(Max)     V       5.3     4.9     5.0     4.3     3.2     2.2     1.1     0.0
DL-Prec.  : M       0.0     9.2     7.3    20.6    38.1    50.6    58.1    60.6
DC(Min)     V       3.8     3.5     3.6     3.1     2.3     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    63.6    50.5   142.3   263.4   349.9   401.8   419.1
Haunch (Max)V      26.5    24.4    24.8    21.5    16.1    10.8     5.4     0.0
Deck +    : M       0.0    45.8    36.4   102.5   189.7   251.9   289.3   301.8
Haunch (Min)V      19.1    17.6    17.9    15.5    11.6     7.7     3.9     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.1     1.7     2.3     2.8
(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     0.4     0.8     1.2     1.6     2.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.1    22.4    63.0   116.6   154.9   177.9   185.5
DC(Max)     V      11.7    10.8    11.0     9.5     7.1     4.8     2.4     0.0
DL-Comp   : M       0.0    20.3    16.1    45.4    84.0   111.5   128.1   133.6
DC(Min)     V       8.4     7.8     7.9     6.9     5.1     3.4     1.7     0.0
DL-Comp   : M       0.0    15.1    12.0    33.7    62.4    82.9    95.2    99.3
DW(Max)     V       6.3     5.8     5.9     5.1     3.8     2.5     1.3     0.0
DL-Comp   : M       0.0     6.5     5.2    14.6    27.0    35.9    41.2    43.0
DW(Min)     V       2.7     2.5     2.5     2.2     1.7     1.1     0.6     0.0
LL + I    : M+      0.0   270.6   215.2   601.0  1091.5  1414.3  1603.3  1640.4
            V     152.5   144.0   145.8   132.4   112.0    91.5    65.6    45.2
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   152.5   144.0   145.8   132.4   112.9    94.0    75.8    58.1
            M      -0.0   275.6   219.8   601.0  1045.3  1323.4  1431.1  1377.3
Total     : M+      0.0   428.2   340.4   954.0  1744.9  2282.5  2600.5  2681.1
            V     218.1   204.5   207.4   185.8   152.0   118.2    79.0    45.2
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   218.1   204.5   207.4   185.8   152.9   120.7    89.2    58.2
            M      -0.0   433.2   345.0   954.0  1698.7  2191.5  2428.4  2418.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    38.10   44.53   50.97   57.40   61.36   60.83   63.33
Self wt.  : M     239.4   208.5   157.0    84.8    30.1    37.9     0.0
(Max)       V       3.2     6.4     9.6    12.8    14.8    14.5    15.8
Self wt.  : M     172.4   150.1   113.0    61.1    21.7    27.3     0.0
(Min)       V       2.3     4.6     6.9     9.2    10.6    10.5    11.4
DL-Prec.  : M      80.7    70.3    52.9    28.6    10.1    12.8     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     5.0     4.9     5.3
DL-Prec.  : M      58.1    50.6    38.1    20.6     7.3     9.2     0.0
DC(Min)     V       0.8     1.6     2.3     3.1     3.6     3.5     3.8
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     401.8   349.9   263.4   142.3    50.5    63.6     0.0
Haunch (Max)V       5.4    10.8    16.1    21.5    24.8    24.4    26.5
Deck +    : M     289.3   251.9   189.7   102.5    36.4    45.8     0.0
Haunch (Min)V       3.9     7.7    11.6    15.5    17.9    17.6    19.1
Diaphragm : M       2.2     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       1.6     1.2     0.8     0.4     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     177.9   154.9   116.6    63.0    22.4    28.1     0.0
DC(Max)     V       2.4     4.8     7.1     9.5    11.0    10.8    11.7
DL-Comp   : M     128.1   111.5    84.0    45.4    16.1    20.3     0.0
DC(Min)     V       1.7     3.4     5.1     6.9     7.9     7.8     8.4
DL-Comp   : M      95.2    82.9    62.4    33.7    12.0    15.1     0.0
DW(Max)     V       1.3     2.5     3.8     5.1     5.9     5.8     6.3
DL-Comp   : M      41.2    35.9    27.0    14.6     5.2     6.5     0.0
DW(Min)     V       0.6     1.1     1.7     2.2     2.5     2.5     2.7
LL + I    : M+   1603.3  1414.3  1091.5   601.0   215.2   270.6     0.0
            V      65.6    91.5   112.0   132.4   145.8   144.0   152.5
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    75.8    94.0   112.9   132.4   145.8   144.0   152.5
            M    1431.2  1323.4  1045.3   601.0   219.8   275.6    -0.0
Total     : M+   2600.5  2282.5  1744.9   954.0   340.4   428.2     0.0
            V      79.0   118.2   152.0   185.8   207.4   204.5   218.1
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    89.2   120.7   152.9   185.8   207.4   204.5   218.1
            M    2428.4  2191.5  1698.7   954.0   345.0   433.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               15.8             15.8
Deck+Haunch            26.5             26.5
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           58.6             58.6
DL-Comp.(DW)           31.3             31.3
Live                  142.9            142.9
        Truck         107.4            107.4
        Lane           35.5             35.5
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    1.97    5.93   12.37   18.80   25.23   31.67
Self wt.  : M       0.0    30.3    24.1    67.8   125.6   166.8   191.5   199.8
(Max)       V      12.6    11.6    11.8    10.3     7.7     5.1     2.6     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    10.2     8.1    22.9    42.3    56.2    64.6    67.4
DC(Max)     V       4.3     3.9     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    50.9    40.4   113.9   210.7   279.9   321.4   335.3
Haunch (Max)V      21.2    19.5    19.9    17.2    12.9     8.6     4.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.1     0.4     0.9     1.4     1.8     2.3
(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    22.5    17.9    50.4    93.3   123.9   142.3   148.4
DC(Max)     V       9.4     8.6     8.8     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.0     8.0    22.5    41.6    55.3    63.5    66.2
DW(Max)     V       4.2     3.8     3.9     3.4     2.5     1.7     0.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   154.3   123.0   336.9   587.5   754.0   825.6   777.9
            V      88.2    83.0    84.1    75.8    63.5    49.9    37.5    29.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    88.2    83.0    84.1    75.8    63.5    51.1    40.0    31.4
            M       0.0   154.3   123.0   336.9   587.5   718.8   755.4   743.6
Total     : M+      0.0   278.4   221.6   614.8  1101.9  1437.5  1610.7  1597.2
            V     139.9   130.6   132.6   117.8    95.0    70.9    48.1    30.0
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   139.9   130.6   132.6   117.8    95.0    72.1    50.5    31.4
            M       0.0   278.4   221.6   614.8  1101.9  1402.3  1540.5  1562.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    38.10   44.53   50.97   57.40   61.36   60.83   63.33
Self wt.  : M     191.5   166.8   125.6    67.8    24.1    30.3     0.0
(Max)       V       2.6     5.1     7.7    10.3    11.8    11.6    12.6
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      64.6    56.2    42.3    22.9     8.1    10.2     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     3.9     4.3
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     321.4   279.9   210.7   113.9    40.4    50.9     0.0
Haunch (Max)V       4.3     8.6    12.9    17.2    19.9    19.5    21.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.8     1.3     0.9     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       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     142.3   123.9    93.3    50.4    17.9    22.5     0.0
DC(Max)     V       1.9     3.8     5.7     7.6     8.8     8.6     9.4
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      63.5    55.3    41.6    22.5     8.0    10.0     0.0
DW(Max)     V       0.8     1.7     2.5     3.4     3.9     3.8     4.2
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+    825.6   754.0   587.5   336.9   123.0   154.3     0.0
            V      37.5    49.9    63.5    75.8    84.1    83.0    88.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.0    51.1    63.5    75.8    84.1    83.0    88.2
            M     755.4   718.8   587.5   336.9   123.0   154.3     0.0
Total     : M+   1610.7  1437.5  1101.9   614.8   221.6   278.4     0.0
            V      48.1    70.9    95.0   117.8   132.6   130.6   139.9
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    50.5    72.1    95.0   117.8   132.6   130.6   139.9
            M    1540.5  1402.2  1101.9   614.8   221.6   278.4     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    6.43   12.87   19.30   25.73   32.17
 
Beam-Self
Precast-top    0.155   0.314   0.556   0.725   0.824   0.858 
Bottom        -0.117  -0.235  -0.414  -0.537  -0.605  -0.631 
 
Prestress
Precast-top   -0.193  -0.362  -0.677  -0.985  -1.288  -1.288 
Bottom         2.951   3.073   3.298   3.516   3.726   3.726 
 
Total
Precast-top   -0.038  -0.049  -0.121  -0.260  -0.464  -0.429 
Bottom         2.834   2.838   2.884   2.979   3.120   3.095 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.68 %)
             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    1.97    5.93   12.37   18.80   25.23   31.67
 
Prestress
Precast-top   -0.011  -0.170  -0.122  -0.320  -0.598  -0.870  -1.137  -1.137
Bottom         0.441   2.606   2.152   2.714   2.913   3.105   3.291   3.291
 
Self wt.
Precast-top   -0.000   0.128   0.102   0.287   0.529   0.699   0.797   0.832
Bottom        -0.000  -0.096  -0.077  -0.215  -0.394  -0.517  -0.586  -0.611
 
DL-Prec (DC)
Precast-top   -0.000   0.043   0.034   0.097   0.178   0.236   0.269   0.280
Bottom        -0.000  -0.033  -0.026  -0.072  -0.133  -0.174  -0.198  -0.206
 
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   0.009
Bottom        -0.000  -0.001  -0.000  -0.001  -0.003  -0.004  -0.006  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.216   0.171   0.482   0.888   1.173   1.338   1.396
Bottom        -0.000  -0.162  -0.130  -0.361  -0.661  -0.867  -0.984  -1.026
 
DL-Comp (DC)
Topping-top   -0.000   0.015   0.012   0.034   0.062   0.083   0.094   0.098
Precast-top   -0.000   0.008   0.007   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.038  -0.031  -0.085  -0.157  -0.207  -0.236  -0.246
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.005   0.015   0.028   0.037   0.042   0.044
Precast-top   -0.000   0.004   0.003   0.008   0.015   0.020   0.023   0.024
Bottom        -0.000  -0.017  -0.014  -0.038  -0.070  -0.092  -0.105  -0.110
 
LL+I(+)
Topping-top   -0.000   0.104   0.083   0.230   0.417   0.538   0.608   0.622
Precast-top   -0.000   0.057   0.046   0.127   0.231   0.299   0.338   0.346
Bottom        -0.000  -0.262  -0.210  -0.580  -1.047  -1.349  -1.520  -1.555
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.126   0.100   0.279   0.507   0.658   0.744   0.764 
Precast-top   -0.011   0.287   0.241   0.702   1.282   1.608   1.689   1.805 
Bottom         0.441   1.998   1.664   1.362   0.449  -0.106  -0.343  -0.471 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.022   0.017   0.049   0.090   0.119   0.137   0.142 
Precast-top   -0.011   0.230   0.196   0.574   1.051   1.309   1.350   1.459 
Bottom         0.441   2.260   1.874   1.942   1.497   1.243   1.177   1.085 
 

 
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    6.43   12.87   19.30   25.73   32.17
 
Beam-Self
Precast-top    0.155   0.314   0.556   0.725   0.824   0.858 
Bottom        -0.117  -0.235  -0.414  -0.537  -0.605  -0.631 
 
Prestress
Precast-top   -0.193  -0.362  -0.677  -0.985  -1.288  -1.288 
Bottom         2.951   3.073   3.298   3.516   3.726   3.726 
 
Total
Precast-top   -0.038  -0.049  -0.121  -0.260  -0.464  -0.429 
Bottom         2.834   2.838   2.884   2.979   3.120   3.095 
 
As_top  , in2  0.000   0.000   0.000   0.176   0.507   0.442 
Ast_prvd, in2  1.080   0.880   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.68 %)
             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    1.97    5.93   12.37   18.80   25.23   31.67
 
Prestress
Precast-top   -0.011  -0.170  -0.122  -0.320  -0.598  -0.870  -1.137  -1.137
Bottom         0.441   2.606   2.152   2.714   2.913   3.105   3.291   3.291
 
Self wt.
Precast-top   -0.000   0.128   0.102   0.287   0.529   0.699   0.797   0.832
Bottom        -0.000  -0.096  -0.077  -0.215  -0.394  -0.517  -0.586  -0.611
 
DL-Prec (DC)
Precast-top   -0.000   0.043   0.034   0.097   0.178   0.236   0.269   0.280
Bottom        -0.000  -0.033  -0.026  -0.072  -0.133  -0.174  -0.198  -0.206
 
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   0.009
Bottom        -0.000  -0.001  -0.000  -0.001  -0.003  -0.004  -0.006  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.216   0.171   0.482   0.888   1.173   1.338   1.396
Bottom        -0.000  -0.162  -0.130  -0.361  -0.661  -0.867  -0.984  -1.026
 
DL-Comp (DC)
Topping-top   -0.000   0.015   0.012   0.034   0.062   0.083   0.094   0.098
Precast-top   -0.000   0.008   0.007   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.038  -0.031  -0.085  -0.157  -0.207  -0.236  -0.246
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.005   0.015   0.028   0.037   0.042   0.044
Precast-top   -0.000   0.004   0.003   0.008   0.015   0.020   0.023   0.024
Bottom        -0.000  -0.017  -0.014  -0.038  -0.070  -0.092  -0.105  -0.110
 
LL+I(+)
Topping-top   -0.000   0.083   0.066   0.184   0.334   0.431   0.486   0.498
Precast-top   -0.000   0.046   0.036   0.102   0.185   0.239   0.270   0.277
Bottom        -0.000  -0.210  -0.168  -0.464  -0.838  -1.079  -1.216  -1.244
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.105   0.084   0.233   0.424   0.550   0.623   0.640 
Precast-top   -0.011   0.276   0.232   0.676   1.236   1.548   1.621   1.736 
Bottom         0.441   2.050   1.706   1.478   0.659   0.164  -0.039  -0.160 
 

 
 
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    1.97    5.93   12.37   18.80   25.23   31.67
F_LL+I(+)
Topping-top   -0.000   0.104   0.083   0.226   0.393   0.502   0.548   0.516
Precast-top   -0.000   0.057   0.046   0.125   0.218   0.279   0.305   0.287
Bottom        -0.000  -0.261  -0.210  -0.569  -0.987  -1.259  -1.370  -1.291
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.115   0.092   0.250   0.438   0.562   0.616   0.587 
Precast-top   -0.005   0.172   0.143   0.412   0.743   0.933   0.980   1.017 
Bottom         0.220   0.868   0.727   0.402  -0.238  -0.637  -0.782  -0.749 
 

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
    218.1    6.0   43.9    0.285   1.8   6.00e-3 50.0    221.3     1.206    3.200      0.39
      0.0    0.3   43.7     31.5 0.131      19.2 0.87    12.00     0.100    1.903 
Transfer:   3.00
    204.5    6.0   43.9    1.709  10.9   1.32e-3 33.6    164.3     0.509    1.360      0.00
    433.2    2.0   42.9    189.0 0.120      52.0 2.42    24.00     0.100    2.031 
Critical:   4.07
    198.6    6.0   43.9    1.819  10.9   0.61e-3 31.1    138.8     0.391    1.046      0.00
    594.0    2.2   42.8    189.0 0.117      70.9 3.30    24.00     0.100    2.052 
0.1L    :   6.43
    185.8    6.0   43.9    2.056  10.9   0.93e-3 32.3    135.0     0.399    0.942      0.00
    954.0    2.4   42.7    189.0 0.109      60.6 2.83    24.00     0.100    1.889 
0.2L    :  12.87
    152.9    6.0   40.8    3.255  10.9   0.50e-3 30.7     90.2     0.273    0.816      0.00
   1698.7    3.1   39.2    189.0 0.096      68.8 3.49    24.00     0.100    2.053 
0.3L    :  19.30
    120.7    6.0   42.3    3.255  10.9   1.51e-3 34.3     77.2     0.258    0.816      0.00
   2191.5    3.1   40.7    189.0 0.072      46.0 2.25    24.00     0.100    2.242 
0.4L    :  25.73
     89.2    6.0   43.8    3.255   0.0   1.77e-3 35.2     55.3     0.185    0.320      0.00
   2428.4    3.1   42.2    189.0 0.056      43.8 2.07    24.00     0.100    1.410 
0.5L    :  32.17
     58.2    6.0   43.8    3.255   0.0   1.40e-3 33.9     15.0     0.100    0.320      0.00
   2418.0    3.1   42.2    189.0 0.036      49.6 2.34    24.00     0.100    2.324 
0.6L    :  38.60
     89.2    6.0   43.8    3.255   0.0   1.77e-3 35.2     55.3     0.184    0.320      0.00
   2428.4    3.1   42.2    189.0 0.056      43.8 2.07    24.00     0.100    1.410 
0.7L    :  45.03
    120.7    6.0   42.3    3.255  10.9   1.51e-3 34.3     77.2     0.258    0.816      0.00
   2191.5    3.1   40.7    189.0 0.072      46.0 2.25    24.00     0.100    2.242 
0.8L    :  51.47
    152.9    6.0   40.8    3.255  10.9   0.50e-3 30.7     90.2     0.273    0.816      0.00
   1698.7    3.1   39.2    189.0 0.096      68.8 3.49    24.00     0.100    2.053 
0.9L    :  57.90
    185.8    6.0   43.9    2.056  10.9   0.93e-3 32.3    135.0     0.399    0.942      0.00
    954.0    2.4   42.7    189.0 0.109      60.6 2.83    24.00     0.100    1.889 
Critical:  60.26
    198.6    6.0   43.9    1.819  10.9   0.61e-3 31.1    138.8     0.391    1.046      0.00
    594.0    2.2   42.8    189.0 0.117      70.9 3.30    24.00     0.100    2.052 
Transfer:  61.33
    204.5    6.0   43.9    1.709  10.9   1.32e-3 33.6    164.3     0.509    1.360      0.00
    433.2    2.0   42.9    189.0 0.120      52.0 2.42    24.00     0.100    2.031 
Bearing :  63.83
    218.1    6.0   43.9    0.285   1.8   6.00e-3 50.0    221.3     1.206    3.200      0.39
      0.0    0.3   43.7     31.5 0.131      19.2 0.87    12.00     0.100    1.903 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  638.05
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    1.28
 
 
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
    218.1      5.54     43.92    0.34       43.74    24.00      0.090      1.622      0.604      2.133 
Transfer:      2.50
    204.5      5.30     43.92    2.03       42.90    24.00      0.090      1.540      0.555      1.360 
Critical:      3.57
    198.7      5.15     43.92    2.16       42.84    24.00      0.090      1.493      0.527      1.046 
0.1L    :      5.93
    185.8      4.84     43.92    2.44       42.70    24.00      0.090      1.387      0.463      0.942 
0.2L    :     12.37
    152.9      4.33     40.78    3.07       39.25    24.00      0.090      1.218      0.362      0.320*
0.3L    :     18.80
    120.7      3.29     42.28    3.08       40.74    24.00      0.090      0.873      0.155      0.320 
0.4L    :     25.23
     89.2      2.35     43.78    3.08       42.24    24.00      0.090      0.557      0.000      0.320 
0.5L    :     31.67
     58.2      1.53     43.78    3.08       42.24    24.00      0.090      0.285      0.000      0.320 
0.6L    :     38.10
     89.2      2.35     43.78    3.08       42.24    24.00      0.090      0.557      0.000      0.320 
0.7L    :     44.53
    120.7      3.29     42.28    3.08       40.74    24.00      0.090      0.873      0.155      0.320 
0.8L    :     50.97
    152.9      4.33     40.78    3.07       39.25    24.00      0.090      1.218      0.362      0.816 
0.9L    :     57.40
    185.8      4.84     43.92    2.44       42.70    24.00      0.090      1.387      0.463      0.942 
Critical:     59.76
    198.7      5.15     43.92    2.16       42.84    24.00      0.090      1.493      0.527      1.046 
Transfer:     60.83
    204.5      5.30     43.92    2.03       42.90    24.00      0.090      1.540      0.555      1.360 
Bearing :     63.33
    218.1      5.54     43.92    0.34       43.74    24.00      0.090      1.622      0.604      2.133 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.93 ft
Prestress      :       0.614  1.80      1.105  2.20      1.351
Self Wt.       :      -0.156  1.85     -0.289  2.40     -0.375
Deck + Haunch  :                       -0.220  2.30     -0.506
DL-Prec. (DC)  :                       -0.044  3.00     -0.133
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.027  3.00     -0.081
DL-Comp. (DW)  :                       -0.012  3.00     -0.036
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 12.37 ft
Prestress      :       1.111  1.80      2.000  2.20      2.444
Self Wt.       :      -0.294  1.85     -0.543  2.40     -0.705
Deck + Haunch  :                       -0.431  2.30     -0.991
DL-Prec. (DC)  :                       -0.087  3.00     -0.260
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.053  3.00     -0.160
DL-Comp. (DW)  :                       -0.024  3.00     -0.071
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 18.80 ft
Prestress      :       1.473  1.80      2.651  2.20      3.240
Self Wt.       :      -0.399  1.85     -0.738  2.40     -0.957
Deck + Haunch  :                       -0.593  2.30     -1.364
DL-Prec. (DC)  :                       -0.119  3.00     -0.357
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.073  3.00     -0.220
DL-Comp. (DW)  :                       -0.033  3.00     -0.098
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 25.23 ft
Prestress      :       1.684  1.80      3.032  2.20      3.706
Self Wt.       :      -0.463  1.85     -0.856  2.40     -1.111
Deck + Haunch  :                       -0.692  2.30     -1.592
DL-Prec. (DC)  :                       -0.139  3.00     -0.417
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.086  3.00     -0.258
DL-Comp. (DW)  :                       -0.038  3.00     -0.115
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 31.67 ft
Prestress      :       1.763  1.80      3.173  2.20      3.879
Self Wt.       :      -0.486  1.85     -0.899  2.40     -1.166
Deck + Haunch  :                       -0.728  2.30     -1.674
DL-Prec. (DC)  :                       -0.146  3.00     -0.439
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.091  3.00     -0.272
DL-Comp. (DW)  :                       -0.040  3.00     -0.121
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 38.10 ft
Prestress      :       1.684  1.80      3.032  2.20      3.706
Self Wt.       :      -0.463  1.85     -0.856  2.40     -1.111
Deck + Haunch  :                       -0.692  2.30     -1.592
DL-Prec. (DC)  :                       -0.139  3.00     -0.417
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.086  3.00     -0.258
DL-Comp. (DW)  :                       -0.038  3.00     -0.115
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 44.53 ft
Prestress      :       1.473  1.80      2.651  2.20      3.240
Self Wt.       :      -0.399  1.85     -0.738  2.40     -0.957
Deck + Haunch  :                       -0.593  2.30     -1.364
DL-Prec. (DC)  :                       -0.119  3.00     -0.357
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.073  3.00     -0.220
DL-Comp. (DW)  :                       -0.033  3.00     -0.098
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 50.97 ft
Prestress      :       1.111  1.80      2.000  2.20      2.444
Self Wt.       :      -0.294  1.85     -0.543  2.40     -0.705
Deck + Haunch  :                       -0.431  2.30     -0.991
DL-Prec. (DC)  :                       -0.087  3.00     -0.260
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.053  3.00     -0.160
DL-Comp. (DW)  :                       -0.024  3.00     -0.071
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 57.40 ft
Prestress      :       0.614  1.80      1.105  2.20      1.351
Self Wt.       :      -0.156  1.85     -0.289  2.40     -0.375
Deck + Haunch  :                       -0.220  2.30     -0.506
DL-Prec. (DC)  :                       -0.044  3.00     -0.133
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.027  3.00     -0.081
DL-Comp. (DW)  :                       -0.012  3.00     -0.036
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
   428.2    38.5  2.137  265.3    2.4   2.03   1769.9  0.054T 1.00       -       -     -     -  
H/2     :   1.97
   340.4    38.4  1.758  266.1    2.0   1.68   1463.0  0.066T 1.00       -       -     -     -  
0.1L    :   5.93
   954.0    39.3  2.570  264.5    2.9   2.44   2155.7  0.044T 1.00       -       -     -     -  
0.2L    :  12.37
  1744.9    40.8  3.255  263.3    3.6   3.07   2802.9  0.035T 1.00   2184.0  2184.0    1.28    -  
0.3L    :  18.80
  2282.5    42.3  3.255  263.5    3.6   3.08   2912.5  0.035T 1.00   2222.7  2222.7    1.31    -  
0.4L    :  25.23
  2600.5    43.8  3.255  263.7    3.6   3.08   3022.1  0.034T 1.00   2304.9  2304.9    1.31    -  
0.5L    :  31.67
  2681.1    43.8  3.255  263.7    3.6   3.08   3022.1  0.034T 1.00   2283.5  2283.5    1.32    -  
0.6L    :  38.10
  2600.5    43.8  3.255  263.7    3.6   3.08   3022.1  0.034T 1.00   2304.9  2304.9    1.31    -  
0.7L    :  44.53
  2282.5    42.3  3.255  263.5    3.6   3.08   2912.5  0.035T 1.00   2222.7  2222.7    1.31    -  
0.8L    :  50.97
  1744.9    40.8  3.255  263.3    3.6   3.07   2802.9  0.035T 1.00   2184.0  2184.0    1.28    -  
0.9L    :  57.40
   954.0    39.3  2.570  264.5    2.9   2.44   2155.7  0.044T 1.00       -       -     -     -  
H/2     :  61.36
   340.4    38.4  1.758  266.1    2.0   1.68   1463.0  0.066T 1.00       -       -     -     -  
Transfer:  60.83
   428.2    38.5  2.137  265.3    2.4   2.03   1769.9  0.054T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.074
        M   2.00 Fb     0.429
 
  2   1 E  36.00 Ft     0.270
        M   6.00 Fb     0.358
 
  3   1 E  34.00 Ft     0.584
        M   4.00 Fb     0.309
 
  4   1 E  32.00 Ft     0.868
        M   2.00 Fb     0.283
 
  5   2 E   6.00 Ft     0.759
        M   6.00 Fb     0.739
 
  6   2 E   4.00 Ft     0.590
        M   4.00 Fb     1.240
 
  7   2 E   4.00 Ft     0.421
        M   4.00 Fb     1.741
 
  8   2 E   2.00 Ft     0.192
        M   2.00 Fb     2.288
 
  9   2 E   2.00 Ft    -0.037
        M   2.00 Fb     2.834
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 64.33            Release Length, ft: 64.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  15
No. of strands, Draped:   3           No. of strands, Straight:  12
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  7.59 %               Final losses: 12.45 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.120   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.464   0.4L/0.6L
      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)                  3022.14     2681.06     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   0.764     Midspan    1.800   0.142     Midspan
    Pre.Top:   4.200   1.805     Midspan    3.150   1.459     Midspan
    Pre.Bot:   4.200   1.998    Transfer    3.150   2.260    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.500  -0.011     Bearing
    Pre.Bot:  -0.500  -0.160     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   1.017     Midspan
    Pre.Bot:                                                             2.800   0.868    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  31.67 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.763  1.80      3.173  2.20      3.879
Self Wt.       :      -0.486  1.85     -0.899  2.40     -1.166
Deck + Haunch  :                       -0.728  2.30     -1.674
DL-Prec. (DC)  :                       -0.146  3.00     -0.439
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.091  3.00     -0.272
DL-Comp. (DW)  :                       -0.040  3.00     -0.121
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

