Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-A                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   3.08/  7.50 ft
     thick: Top =  4.000 in    Bot =  5.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Exterior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  13.000 in
Effective width  =  81.996 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.064      0.00       0.064   50.83
     DC  Line       0.007      0.00       0.007   50.83
     DC  Line       0.064      0.00       0.064   50.83
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    25.42 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 51.833 ft
Release length = 51.833 ft
Design  length = 50.833 ft
 
Kern points:
------------
Upper    =   21.84 in
Lower    =    7.95 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.610   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.814   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.877   (Calculated) (#)

ADTT load effect 1.00

(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
Distribution factors consider ADTT load effect.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 1
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        311.5 in2            845.2 in2#
Total Height          =        32.00 in             40.25 in  
Mom. of Inertia (Ixx) =        34082 in4           134487 in4#
Ht. of c.g.           =        14.05 in             28.12 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        324.5 plf            993.2 plf   
Mom. of Inertia (Iyy) =       4083.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8314

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     1.68     4.68     9.87    15.05    20.23    25.42
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    313.6    324.1    320.7    324.1    324.1    324.1    324.1    324.1
  Yb      ,  in    14.01    13.80    13.88    13.78    13.72    13.66    13.63    13.63
  MI(Ixx) , in4    34148    34568    34413    34670    34951    35286    35474    35474
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2    847.2    857.1    853.8    857.1    857.1    857.1    857.1    857.1
  Yb      ,  in    28.07    27.84    27.92    27.83    27.81    27.79    27.78    27.78
  MI(Ixx) , in4   135250   139356   137951   139662   140427   141244   141672   141672

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:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 18.14 ft from member end )
END PATTERN (Ycg = 8.58 in):
     7 @  2.000 in     2 @  4.000 in     1 @ 25.000 in     1 @ 27.000 in
     1 @ 29.000 in
 
MID PATTERN (Ycg = 3.33 in):
(A) Draped:
     1 @  4.000 in     1 @  6.000 in     1 @  8.000 in
(B) Straight:
     7 @  2.000 in     2 @  4.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.884 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.856 ft
Holddown Force        =  12.253 kips     Beam Shrtng (PL/AE)   =      0.203 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)       
-------------------------------------------------------------------------------------
       622.501         740 460.651      4.153 16818.764   424.622     109.367        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1460      3.8960    Yes
      2      US#4[M13]       60.00        0.40      13.13       3.8960      6.0830    Yes
      2      US#4[M13]       60.00        0.40       4.50       0.5200      1.6499     No
      2      US#5[M16]       60.00        0.62       9.00       0.5200      1.2700    Yes
      2      US#5[M16]       60.00        0.62       9.00       1.2700      3.5210    Yes
      2      US#5[M16]       60.00        0.62      11.13       3.5210      4.4501    Yes
      2      US#5[M16]       60.00        0.62      13.13       4.4439      5.5400    Yes
      2      US#5[M16]       60.00        0.62      13.56       5.5400      6.6801    Yes
      2      US#5[M16]       60.00        0.62      14.00       6.6801     11.3468    Yes
      2      US#5[M16]       60.00        0.62      14.00      11.3468     19.5000     No
      2      US#4[M13]       60.00        0.40      14.00       6.0830     45.7500    Yes
      2      US#5[M16]       60.00        0.62      14.00      32.3330     40.5000     No
      2      US#5[M16]       60.00        0.62      14.00      40.5000     45.1529    Yes
      2      US#5[M16]       60.00        0.62      13.56      45.1529     46.2930    Yes
      2      US#5[M16]       60.00        0.62      13.13      46.2930     47.3891    Yes
      2      US#5[M16]       60.00        0.62      11.13      47.3829     48.3120    Yes
      2      US#4[M13]       60.00        0.40       9.00      47.9370     51.6870    Yes
      2      US#5[M16]       60.00        0.62       9.00      48.3120     50.5630    Yes
      2      US#5[M16]       60.00        0.62       9.00      50.5630     51.3130    Yes
      2      US#4[M13]       60.00        0.40       4.50      50.1831     51.3130     No
      2      US#4[M13]       60.00        0.40      13.13      45.7500     47.9370    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#5[M16]           2.00 0.620 0.0000 51.8330       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg =  3.33 in
         P_init    =      510.4 kips  Ecc = 10.72 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.63 ksi  (Eq 5.9.3.2.3a-1), (fcgp= 2.504 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.05 ksi    0.00 ksi
    due to Composite Loads                                 -1.59 ksi    0.00 ksi
    due to Live Loads                                      -6.19 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                        11.70 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.63 ksi  ( 7.47 %)             9.84 ksi ( 5.02 %)
Total Prestress Losses                                    24.48 ksi (12.49 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    19.6    13.4    35.1    65.6    87.4   100.4   104.8
(Max)       V       8.2     7.4     7.7     6.7     5.0     3.4     1.7     0.0
DL-Prec.  : M       0.0     8.1     5.5    14.5    27.2    36.2    41.6    43.4
DC(Max)     V       3.4     3.1     3.2     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.4    27.6    72.3   135.1   180.1   207.0   216.0
Haunch (Max)V      17.0    15.3    15.9    13.9    10.4     6.9     3.5     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.7     1.1     1.4     1.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    17.9    12.2    32.0    59.8    79.7    91.6    95.6
DC(Max)     V       7.5     6.8     7.0     6.1     4.6     3.1     1.5     0.0
DL-Comp   : M       0.0     8.0     5.4    14.3    26.7    35.5    40.9    42.6
DW(Max)     V       3.4     3.0     3.1     2.7     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   141.0    96.5   249.9   455.5   586.6   662.3   672.8
            V      82.8    76.9    78.9    71.8    60.5    49.2    36.3    24.9
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    82.8    76.9    78.9    71.8    60.9    50.4    40.1    30.6
            M       0.0   142.8    98.2   249.9   438.5   553.1   592.2   567.8
Total     : M+      0.0   235.1   160.7   418.3   770.6  1006.5  1145.3  1177.1
            V     122.4   112.6   115.9   104.1    84.7    65.4    44.4    25.0
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   122.4   112.6   115.9   104.1    85.1    66.5    48.2    30.7
            M       0.0   236.9   162.4   418.3   753.5   973.0  1075.2  1072.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   49.16   48.33   50.83
Self wt.  : M     100.4    87.4    65.6    35.1    13.4    19.6     0.0
(Max)       V       1.7     3.4     5.0     6.7     7.7     7.4     8.2
DL-Prec.  : M      41.6    36.2    27.2    14.5     5.5     8.1     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.2     3.1     3.4
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     207.0   180.1   135.1    72.3    27.6    40.4     0.0
Haunch (Max)V       3.5     6.9    10.4    13.9    15.9    15.3    17.0
Diaphragm : M       1.4     1.1     0.7     0.3     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      91.6    79.7    59.8    32.0    12.2    17.9     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     7.0     6.8     7.5
DL-Comp   : M      40.9    35.5    26.7    14.3     5.4     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.7     3.1     3.0     3.4
LL + I    : M+    662.3   586.6   455.5   249.9    96.5   141.0     0.0
            V      36.3    49.2    60.5    71.8    78.9    76.9    82.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.1    50.4    60.9    71.8    78.9    76.9    82.8
            M     592.2   553.1   438.5   249.9    98.2   142.8     0.0
Total     : M+   1145.3  1006.5   770.6   418.3   160.7   235.1     0.0
            V      44.4    65.4    84.7   104.1   115.9   112.6   122.4
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    48.2    66.5    85.1   104.1   115.9   112.6   122.4
            M    1075.2   973.0   753.5   418.3   162.4   236.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                8.2              8.2
Deck+Haunch            17.0             17.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.4              3.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.6             37.6
DL-Comp.(DW)           16.8             16.8
Live                   75.0             75.0
        Truck          58.8             58.8
        Lane           16.3             16.3
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    1.68    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    19.6    13.4    35.1    65.6    87.4   100.4   104.8
(Max)       V       8.2     7.4     7.7     6.7     5.0     3.4     1.7     0.0
DL-Prec.  : M       0.0     8.1     5.5    14.5    27.2    36.2    41.6    43.4
DC(Max)     V       3.4     3.1     3.2     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.4    27.6    72.3   135.1   180.1   207.0   216.0
Haunch (Max)V      17.0    15.3    15.9    13.9    10.4     6.9     3.5     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.7     1.1     1.4     1.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    17.9    12.2    32.0    59.8    79.7    91.6    95.6
DC(Max)     V       7.5     6.8     7.0     6.1     4.6     3.1     1.5     0.0
DL-Comp   : M       0.0     8.0     5.4    14.3    26.7    35.5    40.9    42.6
DW(Max)     V       3.4     3.0     3.1     2.7     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   112.8    77.2   199.9   364.4   469.3   529.9   538.2
            V      66.3    61.5    63.1    57.4    48.4    39.3    29.0    20.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    66.3    61.5    63.1    57.4    48.7    40.3    32.1    24.5
            M       0.0   114.2    78.5   199.9   350.8   442.5   473.7   454.2
Total     : M+      0.0   206.9   141.4   368.3   679.5   889.2  1012.8  1042.5
            V     105.9    97.3   100.1    89.8    72.6    55.5    37.1    20.0
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   105.9    97.3   100.1    89.8    73.0    56.5    40.2    24.6
            M       0.0   208.4   142.8   368.3   665.9   862.4   956.7   958.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   49.16   48.33   50.83
Self wt.  : M     100.4    87.4    65.6    35.1    13.4    19.6     0.0
(Max)       V       1.7     3.4     5.0     6.7     7.7     7.4     8.2
DL-Prec.  : M      41.6    36.2    27.2    14.5     5.5     8.1     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.2     3.1     3.4
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     207.0   180.1   135.1    72.3    27.6    40.4     0.0
Haunch (Max)V       3.5     6.9    10.4    13.9    15.9    15.3    17.0
Diaphragm : M       1.4     1.1     0.7     0.3     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      91.6    79.7    59.8    32.0    12.2    17.9     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     7.0     6.8     7.5
DL-Comp   : M      40.9    35.5    26.7    14.3     5.4     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.7     3.1     3.0     3.4
LL + I    : M+    529.9   469.3   364.4   199.9    77.2   112.8     0.0
            V      29.0    39.3    48.4    57.4    63.1    61.5    66.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    32.1    40.3    48.7    57.4    63.1    61.5    66.3
            M     473.7   442.5   350.8   199.9    78.5   114.2     0.0
Total     : M+   1012.8   889.2   679.5   368.3   141.4   206.9     0.0
            V      37.1    55.5    72.6    89.8   100.1    97.3   105.9
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    40.2    56.5    73.0    89.8   100.1    97.3   105.9
            M     956.7   862.4   665.9   368.3   142.8   208.4     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    24.5    16.7    43.8    82.0   109.2   125.6   131.0
(Max)       V      10.3     9.3     9.6     8.4     6.3     4.2     2.1     0.0
Self wt.  : M       0.0    17.6    12.0    31.6    59.0    78.6    90.4    94.3
(Min)       V       7.4     6.7     6.9     6.1     4.5     3.0     1.5     0.0
DL-Prec.  : M       0.0    10.1     6.9    18.1    33.9    45.2    52.0    54.2
DC(Max)     V       4.3     3.8     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     7.3     5.0    13.1    24.4    32.6    37.4    39.1
DC(Min)     V       3.1     2.8     2.9     2.5     1.9     1.3     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    50.5    34.5    90.3   168.9   225.1   258.8   270.0
Haunch (Max)V      21.2    19.2    19.8    17.3    13.0     8.7     4.3     0.0
Deck +    : M       0.0    36.4    24.8    65.0   121.6   162.1   186.3   194.4
Haunch (Min)V      15.3    13.8    14.3    12.5     9.4     6.2     3.1     0.0
Diaphragm : M       0.0     0.2     0.1     0.4     0.9     1.3     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     0.2     0.1     0.3     0.6     1.0     1.3     1.6
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    22.4    15.3    40.0    74.8    99.6   114.5   119.5
DC(Max)     V       9.4     8.5     8.8     7.7     5.8     3.8     1.9     0.0
DL-Comp   : M       0.0    16.1    11.0    28.8    53.8    71.7    82.5    86.0
DC(Min)     V       6.8     6.1     6.3     5.5     4.1     2.8     1.4     0.0
DL-Comp   : M       0.0    12.0     8.2    21.4    40.0    53.3    61.3    64.0
DW(Max)     V       5.0     4.5     4.7     4.1     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     3.5     9.3    17.3    23.1    26.6    27.7
DW(Min)     V       2.2     2.0     2.0     1.8     1.3     0.9     0.4     0.0
LL + I    : M+      0.0   246.7   168.8   437.3   797.1  1026.5  1159.1  1177.4
            V     144.9   134.6   138.0   125.6   105.8    86.1    63.4    43.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   144.9   134.6   138.0   125.6   106.6    88.1    70.2    53.6
            M       0.0   249.9   171.8   437.3   767.3   967.9  1036.3   993.6
Total     : M+      0.0   366.4   250.5   651.4  1197.7  1560.3  1773.0  1818.4
            V     195.3   180.0   185.0   166.7   136.7   106.7    73.8    43.7
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   195.3   180.0   185.0   166.7   137.4   108.7    80.5    53.7
            M       0.0   369.6   253.4   651.4  1167.8  1501.7  1650.2  1634.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   49.16   48.33   50.83
Self wt.  : M     125.6   109.2    82.0    43.8    16.7    24.5     0.0
(Max)       V       2.1     4.2     6.3     8.4     9.6     9.3    10.3
Self wt.  : M      90.4    78.6    59.0    31.6    12.0    17.6     0.0
(Min)       V       1.5     3.0     4.5     6.1     6.9     6.7     7.4
DL-Prec.  : M      52.0    45.2    33.9    18.1     6.9    10.1     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     3.8     4.3
DL-Prec.  : M      37.4    32.6    24.4    13.1     5.0     7.3     0.0
DC(Min)     V       0.6     1.3     1.9     2.5     2.9     2.8     3.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     258.8   225.1   168.9    90.3    34.5    50.5     0.0
Haunch (Max)V       4.3     8.7    13.0    17.3    19.8    19.2    21.2
Deck +    : M     186.3   162.1   121.6    65.0    24.8    36.4     0.0
Haunch (Min)V       3.1     6.2     9.4    12.5    14.3    13.8    15.3
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       1.3     1.0     0.6     0.3     0.1     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     114.5    99.6    74.8    40.0    15.3    22.4     0.0
DC(Max)     V       1.9     3.8     5.8     7.7     8.8     8.5     9.4
DL-Comp   : M      82.5    71.7    53.8    28.8    11.0    16.1     0.0
DC(Min)     V       1.4     2.8     4.1     5.5     6.3     6.1     6.8
DL-Comp   : M      61.3    53.3    40.0    21.4     8.2    12.0     0.0
DW(Max)     V       1.0     2.1     3.1     4.1     4.7     4.5     5.0
DL-Comp   : M      26.6    23.1    17.3     9.3     3.5     5.2     0.0
DW(Min)     V       0.4     0.9     1.3     1.8     2.0     2.0     2.2
LL + I    : M+   1159.1  1026.5   797.1   437.3   168.8   246.7     0.0
            V      63.4    86.1   105.8   125.6   138.0   134.6   144.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    70.2    88.1   106.6   125.6   138.0   134.6   144.9
            M    1036.3   967.9   767.3   437.3   171.8   249.9     0.0
Total     : M+   1773.0  1560.3  1197.7   651.4   250.5   366.4     0.0
            V      73.8   106.7   136.7   166.7   185.0   180.0   195.3
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    80.5   108.7   137.4   166.7   185.0   180.0   195.3
            M    1650.2  1501.7  1167.8   651.4   253.4   369.6     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               10.3             10.3
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)           47.0             47.0
DL-Comp.(DW)           25.2             25.2
Live                  131.3            131.3
        Truck         102.9            102.9
        Lane           28.5             28.5
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    1.68    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    19.6    13.4    35.1    65.6    87.4   100.4   104.8
(Max)       V       8.2     7.4     7.7     6.7     5.0     3.4     1.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     8.1     5.5    14.5    27.2    36.2    41.6    43.4
DC(Max)     V       3.4     3.1     3.2     2.8     2.1     1.4     0.7     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    40.4    27.6    72.3   135.1   180.1   207.0   216.0
Haunch (Max)V      17.0    15.3    15.9    13.9    10.4     6.9     3.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.7     1.1     1.4     1.8
(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    17.9    12.2    32.0    59.8    79.7    91.6    95.6
DC(Max)     V       7.5     6.8     7.0     6.1     4.6     3.1     1.5     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     8.0     5.4    14.3    26.7    35.5    40.9    42.6
DW(Max)     V       3.4     3.0     3.1     2.7     2.1     1.4     0.7     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   134.6    92.6   235.2   410.7   511.4   568.0   582.6
            V      81.5    74.7    77.0    68.8    57.0    45.4    38.5    31.4
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    81.5    74.7    77.0    68.8    57.0    45.7    38.5    31.4
            M       0.0   134.6    92.6   235.2   410.7   502.3   568.0   582.6
Total     : M+      0.0   228.8   156.8   403.6   725.7   931.3  1051.0  1086.9
            V     121.1   110.4   114.0   101.1    81.3    61.6    46.6    31.5
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   121.1   110.4   114.0   101.1    81.3    61.9    46.6    31.5
            M       0.0   228.8   156.8   403.6   725.7   922.3  1051.0  1086.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   49.16   48.33   50.83
Self wt.  : M     100.4    87.4    65.6    35.1    13.4    19.6     0.0
(Max)       V       1.7     3.4     5.0     6.7     7.7     7.4     8.2
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      41.6    36.2    27.2    14.5     5.5     8.1     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.2     3.1     3.4
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     207.0   180.1   135.1    72.3    27.6    40.4     0.0
Haunch (Max)V       3.5     6.9    10.4    13.9    15.9    15.3    17.0
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       1.4     1.1     0.7     0.3     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      91.6    79.7    59.8    32.0    12.2    17.9     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     7.0     6.8     7.5
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      40.9    35.5    26.7    14.3     5.4     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.7     3.1     3.0     3.4
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+    568.0   511.4   410.7   235.2    92.6   134.6     0.0
            V      38.5    45.4    57.0    68.8    77.0    74.7    81.5
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    38.5    45.7    57.0    68.8    77.0    74.7    81.5
            M     568.0   502.3   410.7   235.2    92.6   134.6     0.0
Total     : M+   1051.0   931.3   725.7   403.6   156.8   228.8     0.0
            V      46.6    61.6    81.3   101.1   114.0   110.4   121.1
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    46.6    61.9    81.3   101.1   114.0   110.4   121.1
            M    1051.0   922.3   725.7   403.6   156.8   228.8     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.18   10.37   15.55   20.73   25.92   18.14
 
Beam-Self
Precast-top    0.150   0.247   0.438   0.571   0.650   0.677   0.617 
Bottom        -0.114  -0.187  -0.329  -0.425  -0.482  -0.503  -0.459 
 
Prestress
Precast-top   -0.061  -0.221  -0.597  -0.966  -1.147  -1.147  -1.147 
Bottom         2.816   2.933   3.205   3.468   3.595   3.595   3.595 
 
Total
Precast-top    0.089   0.026  -0.160  -0.395  -0.497  -0.470  -0.530 
Bottom         2.702   2.746   2.877   3.043   3.113   3.093   3.136 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.57 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.68    4.68    9.87   15.05   20.23   25.42
 
Prestress
Precast-top    0.019  -0.054  -0.000  -0.196  -0.528  -0.854  -1.014  -1.014
Bottom         0.412   2.490   1.804   2.594   2.835   3.067   3.179   3.179
 
Self wt.
Precast-top   -0.000   0.124   0.085   0.221   0.412   0.545   0.624   0.651
Bottom        -0.000  -0.094  -0.065  -0.167  -0.309  -0.406  -0.463  -0.483
 
DL-Prec (DC)
Precast-top   -0.000   0.051   0.035   0.092   0.170   0.226   0.258   0.270
Bottom        -0.000  -0.039  -0.027  -0.069  -0.128  -0.168  -0.192  -0.200
 
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   0.007   0.009   0.011
Bottom        -0.000  -0.001  -0.001  -0.002  -0.003  -0.005  -0.007  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.255   0.174   0.456   0.848   1.123   1.286   1.342
Bottom        -0.000  -0.194  -0.133  -0.345  -0.637  -0.837  -0.955  -0.996
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.011   0.028   0.053   0.070   0.080   0.084
Precast-top   -0.000   0.006   0.004   0.011   0.021   0.029   0.033   0.034
Bottom        -0.000  -0.043  -0.030  -0.076  -0.142  -0.188  -0.216  -0.225
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.005   0.013   0.024   0.031   0.036   0.037
Precast-top   -0.000   0.003   0.002   0.005   0.010   0.013   0.015   0.015
Bottom        -0.000  -0.019  -0.013  -0.034  -0.063  -0.084  -0.096  -0.100
 
LL+I(+)
Topping-top   -0.000   0.125   0.086   0.222   0.403   0.516   0.582   0.591
Precast-top   -0.000   0.051   0.034   0.090   0.163   0.210   0.237   0.241
Bottom        -0.000  -0.338  -0.234  -0.598  -1.082  -1.385  -1.558  -1.583
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.148   0.102   0.263   0.479   0.618   0.698   0.712 
Precast-top    0.019   0.437   0.335   0.681   1.100   1.297   1.447   1.550 
Bottom         0.412   1.763   1.301   1.303   0.470  -0.006  -0.307  -0.417 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.023   0.016   0.041   0.076   0.101   0.116   0.121 
Precast-top    0.019   0.387   0.301   0.591   0.937   1.087   1.211   1.309 
Bottom         0.412   2.101   1.536   1.901   1.552   1.379   1.251   1.166 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.18   10.37   15.55   20.73   25.92   18.14
 
Beam-Self
Precast-top    0.150   0.247   0.438   0.571   0.650   0.677   0.617 
Bottom        -0.114  -0.187  -0.329  -0.425  -0.482  -0.503  -0.459 
 
Prestress
Precast-top   -0.061  -0.221  -0.597  -0.966  -1.147  -1.147  -1.147 
Bottom         2.816   2.933   3.205   3.468   3.595   3.595   3.595 
 
Total
Precast-top    0.089   0.026  -0.160  -0.395  -0.497  -0.470  -0.530 
Bottom         2.702   2.746   2.877   3.043   3.113   3.093   3.136 
 
As_top  , in2  0.000   0.000   0.000   0.315   0.474   0.430   0.420 
Ast_prvd, in2  0.620   0.620   0.620   0.620   0.620   0.620   0.620 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.57 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.68    4.68    9.87   15.05   20.23   25.42
 
Prestress
Precast-top    0.019  -0.054  -0.000  -0.196  -0.528  -0.854  -1.014  -1.014
Bottom         0.412   2.490   1.804   2.594   2.835   3.067   3.179   3.179
 
Self wt.
Precast-top   -0.000   0.124   0.085   0.221   0.412   0.545   0.624   0.651
Bottom        -0.000  -0.094  -0.065  -0.167  -0.309  -0.406  -0.463  -0.483
 
DL-Prec (DC)
Precast-top   -0.000   0.051   0.035   0.092   0.170   0.226   0.258   0.270
Bottom        -0.000  -0.039  -0.027  -0.069  -0.128  -0.168  -0.192  -0.200
 
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   0.007   0.009   0.011
Bottom        -0.000  -0.001  -0.001  -0.002  -0.003  -0.005  -0.007  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.255   0.174   0.456   0.848   1.123   1.286   1.342
Bottom        -0.000  -0.194  -0.133  -0.345  -0.637  -0.837  -0.955  -0.996
 
DL-Comp (DC)
Topping-top   -0.000   0.016   0.011   0.028   0.053   0.070   0.080   0.084
Precast-top   -0.000   0.006   0.004   0.011   0.021   0.029   0.033   0.034
Bottom        -0.000  -0.043  -0.030  -0.076  -0.142  -0.188  -0.216  -0.225
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.005   0.013   0.024   0.031   0.036   0.037
Precast-top   -0.000   0.003   0.002   0.005   0.010   0.013   0.015   0.015
Bottom        -0.000  -0.019  -0.013  -0.034  -0.063  -0.084  -0.096  -0.100
 
LL+I(+)
Topping-top   -0.000   0.100   0.069   0.177   0.322   0.413   0.465   0.473
Precast-top   -0.000   0.040   0.027   0.072   0.131   0.168   0.189   0.192
Bottom        -0.000  -0.270  -0.187  -0.478  -0.866  -1.108  -1.247  -1.266
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.123   0.085   0.218   0.399   0.514   0.582   0.594 
Precast-top    0.019   0.427   0.328   0.663   1.068   1.255   1.400   1.502 
Bottom         0.412   1.830   1.348   1.422   0.686   0.271   0.005  -0.100 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.68    4.68    9.87   15.05   20.23   25.42
F_LL+I(+)
Topping-top   -0.000   0.120   0.083   0.209   0.363   0.450   0.499   0.512
Precast-top   -0.000   0.048   0.033   0.084   0.147   0.183   0.203   0.208
Bottom        -0.000  -0.323  -0.225  -0.562  -0.976  -1.207  -1.336  -1.371
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.131   0.090   0.229   0.401   0.501   0.557   0.572 
Precast-top    0.010   0.242   0.183   0.380   0.616   0.727   0.808   0.863 
Bottom         0.206   0.728   0.543   0.388  -0.200  -0.518  -0.711  -0.788 
 

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
    195.3    6.0   37.8    0.214   1.8   6.00e-3 50.0    198.7     1.257    0.533      1.46
      0.0    0.3   37.7     31.5 0.136      16.5 0.87    12.00     0.100    0.473*
Transfer:   3.00
    180.0    6.0   37.8    1.282  10.8   2.63e-3 38.2    159.2     0.678    1.360      0.00
    369.6    1.6   37.0    189.0 0.122      30.0 1.61    24.00     0.100    1.802 
Critical:   3.58
    176.4    6.0   37.8    1.327  10.8   2.12e-3 36.4    150.7     0.602    1.202      0.00
    441.9    1.7   37.0    189.0 0.119      34.4 1.85    24.00     0.100    1.767 
0.1L    :   5.18
    166.7    6.0   36.1    1.608  10.8   1.61e-3 34.6    136.0     0.533    0.932      0.00
    651.4    1.8   35.2    189.0 0.118      38.4 2.17    24.00     0.100    1.549 
0.2L    :  10.37
    137.4    6.0   34.7    2.451  10.8   1.17e-3 33.1     98.8     0.384    0.874      0.00
   1167.8    2.3   33.5    189.0 0.101      43.0 2.56    24.00     0.100    1.826 
0.3L    :  15.55
    108.7    6.0   36.2    2.604  10.8   1.64e-3 34.7     72.2     0.286    0.874      0.00
   1501.7    2.5   34.9    189.0 0.075      37.8 2.15    24.00     0.100    2.226 
0.4L    :  20.73
     80.5    6.0   36.9    2.604   0.0   1.93e-3 35.8     54.4     0.219    0.343      0.00
   1650.2    2.5   35.7    189.0 0.060      35.1 1.96    24.00     0.100    1.342 
0.5L    :  25.92
     53.7    6.0   36.9    2.604   0.0   1.50e-3 34.2     19.1     0.100    0.343      0.00
   1634.6    2.5   35.7    189.0 0.040      40.5 2.26    24.00     0.100    2.186 
0.6L    :  31.10
     80.5    6.0   36.9    2.604   0.0   1.93e-3 35.8     54.4     0.219    0.343      0.00
   1650.2    2.5   35.7    189.0 0.060      35.1 1.96    24.00     0.100    1.342 
0.7L    :  36.28
    108.7    6.0   36.2    2.604  10.8   1.64e-3 34.7     72.2     0.286    0.874      0.00
   1501.7    2.5   34.9    189.0 0.075      37.8 2.15    24.00     0.100    2.226 
0.8L    :  41.47
    137.4    6.0   34.7    2.451  10.8   1.17e-3 33.1     98.8     0.384    0.874      0.00
   1167.8    2.3   33.5    189.0 0.101      43.0 2.56    24.00     0.100    1.826 
0.9L    :  46.65
    166.7    6.0   36.1    1.608  10.8   1.61e-3 34.6    136.0     0.533    0.932      0.00
    651.4    1.8   35.2    189.0 0.118      38.4 2.17    24.00     0.100    1.549 
Critical:  48.25
    176.4    6.0   37.8    1.327  10.8   2.12e-3 36.4    150.7     0.602    1.202      0.00
    441.9    1.7   37.0    189.0 0.119      34.4 1.85    24.00     0.100    1.767 
Transfer:  48.83
    180.0    6.0   37.8    1.282  10.8   2.63e-3 38.2    159.2     0.678    1.360      0.00
    369.6    1.6   37.0    189.0 0.122      30.0 1.61    24.00     0.100    1.802 
Bearing :  51.33
    195.3    6.0   37.8    0.214   1.8   6.00e-3 50.0    198.7     1.257    0.533      1.46
      0.0    0.3   37.7     31.5 0.136      16.5 0.87    12.00     0.100    0.473*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =    8.00
Abrst_rqrd, in2 =    1.02
 
 
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
    195.3      5.76     37.81    0.28       37.67    24.00      0.090      1.695      0.648      0.533*
Transfer:      2.50
    180.0      5.41     37.81    1.63       36.99    24.00      0.090      1.578      0.578      1.360 
Critical:      3.08
    176.5      5.31     37.81    1.69       36.96    24.00      0.090      1.544      0.557      1.202 
0.1L    :      4.68
    166.7      5.26     36.15    1.83       35.23    24.00      0.090      1.528      0.548      0.932 
0.2L    :      9.87
    137.4      4.56     34.67    2.32       33.51    24.00      0.090      1.294      0.407      0.874 
0.3L    :     15.05
    108.7      3.46     36.17    2.47       34.93    24.00      0.090      0.928      0.188      0.343 
0.4L    :     20.23
     80.5      2.51     36.92    2.47       35.68    24.00      0.090      0.611      0.000      0.343 
0.5L    :     25.42
     53.7      1.67     36.92    2.47       35.68    24.00      0.090      0.332      0.000      0.343 
0.6L    :     30.60
     80.5      2.51     36.92    2.47       35.68    24.00      0.090      0.611      0.000      0.343 
0.7L    :     35.78
    108.7      3.46     36.17    2.47       34.93    24.00      0.090      0.928      0.188      0.343 
0.8L    :     40.97
    137.4      4.56     34.67    2.32       33.51    24.00      0.090      1.294      0.407      0.874 
0.9L    :     46.15
    166.7      5.26     36.15    1.83       35.23    24.00      0.090      1.528      0.548      0.932 
Critical:     47.75
    176.5      5.31     37.81    1.69       36.96    24.00      0.090      1.544      0.557      1.202 
Transfer:     48.33
    180.0      5.41     37.81    1.63       36.99    24.00      0.090      1.578      0.578      1.360 
Bearing :     50.83
    195.3      5.76     37.81    0.28       37.67    24.00      0.090      1.695      0.648      0.533*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.68 ft
Prestress      :       0.461  1.80      0.831  2.20      1.015
Self Wt.       :      -0.098  1.85     -0.181  2.40     -0.235
Deck + Haunch  :                       -0.164  2.30     -0.377
DL-Prec. (DC)  :                       -0.033  3.00     -0.099
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.018  3.00     -0.054
DL-Comp. (DW)  :                       -0.008  3.00     -0.024
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 9.87 ft
Prestress      :       0.838  1.80      1.509  2.20      1.844
Self Wt.       :      -0.184  1.85     -0.340  2.40     -0.441
Deck + Haunch  :                       -0.324  2.30     -0.746
DL-Prec. (DC)  :                       -0.065  3.00     -0.195
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.036  3.00     -0.107
DL-Comp. (DW)  :                       -0.016  3.00     -0.048
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 15.05 ft
Prestress      :       1.112  1.80      2.001  2.20      2.445
Self Wt.       :      -0.249  1.85     -0.461  2.40     -0.598
Deck + Haunch  :                       -0.447  2.30     -1.028
DL-Prec. (DC)  :                       -0.090  3.00     -0.270
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.049  3.00     -0.148
DL-Comp. (DW)  :                       -0.022  3.00     -0.066
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 20.23 ft
Prestress      :       1.278  1.80      2.301  2.20      2.812
Self Wt.       :      -0.290  1.85     -0.537  2.40     -0.696
Deck + Haunch  :                       -0.525  2.30     -1.206
DL-Prec. (DC)  :                       -0.105  3.00     -0.316
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.058  3.00     -0.174
DL-Comp. (DW)  :                       -0.026  3.00     -0.078
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 25.42 ft
Prestress      :       1.337  1.80      2.406  2.20      2.941
Self Wt.       :      -0.305  1.85     -0.564  2.40     -0.731
Deck + Haunch  :                       -0.552  2.30     -1.269
DL-Prec. (DC)  :                       -0.111  3.00     -0.333
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.061  3.00     -0.184
DL-Comp. (DW)  :                       -0.027  3.00     -0.082
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 30.60 ft
Prestress      :       1.278  1.80      2.301  2.20      2.812
Self Wt.       :      -0.290  1.85     -0.537  2.40     -0.696
Deck + Haunch  :                       -0.525  2.30     -1.206
DL-Prec. (DC)  :                       -0.105  3.00     -0.316
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.058  3.00     -0.174
DL-Comp. (DW)  :                       -0.026  3.00     -0.078
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 35.78 ft
Prestress      :       1.112  1.80      2.001  2.20      2.445
Self Wt.       :      -0.249  1.85     -0.461  2.40     -0.598
Deck + Haunch  :                       -0.447  2.30     -1.028
DL-Prec. (DC)  :                       -0.090  3.00     -0.270
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.049  3.00     -0.148
DL-Comp. (DW)  :                       -0.022  3.00     -0.066
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 40.97 ft
Prestress      :       0.838  1.80      1.509  2.20      1.844
Self Wt.       :      -0.184  1.85     -0.340  2.40     -0.441
Deck + Haunch  :                       -0.324  2.30     -0.746
DL-Prec. (DC)  :                       -0.065  3.00     -0.195
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.036  3.00     -0.107
DL-Comp. (DW)  :                       -0.016  3.00     -0.048
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 46.15 ft
Prestress      :       0.461  1.80      0.831  2.20      1.015
Self Wt.       :      -0.098  1.85     -0.181  2.40     -0.235
Deck + Haunch  :                       -0.164  2.30     -0.377
DL-Prec. (DC)  :                       -0.033  3.00     -0.099
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.018  3.00     -0.054
DL-Comp. (DW)  :                       -0.008  3.00     -0.024
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
   366.4    32.5  1.709  265.5    1.9   1.63   1199.9  0.057T 1.00       -       -     -     -  
H/2     :   1.68
   250.5    32.3  1.241  266.7    1.4   1.19    874.2  0.079T 1.00       -       -     -     -  
0.1L    :   4.68
   651.4    33.2  1.929  265.1    2.2   1.83   1374.4  0.050T 1.00       -       -     -     -  
0.2L    :   9.87
  1197.7    34.7  2.451  264.0    2.7   2.32   1807.1  0.039T 1.00       -       -     -     -  
0.3L    :  15.05
  1560.3    36.2  2.604  263.9    2.9   2.47   2000.8  0.037T 1.00   1564.3  1564.3    1.28    -  
0.4L    :  20.23
  1773.0    36.9  2.604  264.1    2.9   2.47   2044.7  0.037T 1.00   1581.7  1581.7    1.29    -  
0.5L    :  25.42
  1818.4    36.9  2.604  264.1    2.9   2.47   2044.7  0.037T 1.00   1566.8  1566.8    1.30    -  
0.6L    :  30.60
  1773.0    36.9  2.604  264.1    2.9   2.47   2044.7  0.037T 1.00   1581.7  1581.7    1.29    -  
0.7L    :  35.78
  1560.3    36.2  2.604  263.9    2.9   2.47   2000.8  0.037T 1.00   1564.3  1564.3    1.28    -  
0.8L    :  40.97
  1197.7    34.7  2.451  264.0    2.7   2.32   1807.1  0.039T 1.00       -       -     -     -  
0.9L    :  46.15
   651.4    33.2  1.929  265.1    2.2   1.83   1374.4  0.050T 1.00       -       -     -     -  
H/2     :  49.16
   250.5    32.3  1.241  266.7    1.4   1.19    874.2  0.079T 1.00       -       -     -     -  
Transfer:  48.33
   366.4    32.5  1.709  265.5    1.9   1.63   1199.9  0.057T 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 1-8; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.116
        M   2.00 Fb     0.549
 
  2   1 E  29.00 Ft     0.278
        M   8.00 Fb     0.482
 
  3   1 E  27.00 Ft     0.627
        M   6.00 Fb     0.448
 
  4   1 E  25.00 Ft     0.931
        M   4.00 Fb     0.448
 
  5   2 E   4.00 Ft     0.755
        M   4.00 Fb     1.043
 
  6   2 E   2.00 Ft     0.488
        M   2.00 Fb     1.707
 
  7   2 E   2.00 Ft     0.222
        M   2.00 Fb     2.370
 
  8   1 E   2.00 Ft     0.089
        M   2.00 Fb     2.702
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-A       
Precast Length, ft: 51.83            Release Length, ft: 51.83
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   3           No. of strands, Straight:   9
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  7.47 %               Final losses: 12.49 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.136     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.530     Depress
      Precast Top w/ reinf. (tension)      -0.590           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  2044.68     1818.40     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   0.712     Midspan    1.800   0.121     Midspan
    Pre.Top:   4.200   1.550     Midspan    3.150   1.309     Midspan
    Pre.Bot:   4.200   1.763    Transfer    3.150   2.101    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.500   0.019     Bearing
    Pre.Bot:  -0.500  -0.100     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   0.863     Midspan
    Pre.Bot:                                                             2.800   0.728    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  25.42 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.337  1.80      2.406  2.20      2.941
Self Wt.       :      -0.305  1.85     -0.564  2.40     -0.731
Deck + Haunch  :                       -0.552  2.30     -1.269
DL-Prec. (DC)  :                       -0.111  3.00     -0.333
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.061  3.00     -0.184
DL-Comp. (DW)  :                       -0.027  3.00     -0.082
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

