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   59.17
     DC  Line       0.007      0.00       0.007   59.17
     DC  Line       0.064      0.00       0.064   59.17
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    29.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 60.167 ft
Release length = 60.167 ft
Design  length = 59.167 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)  : 0.615   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.789   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.850   (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     5.52    11.53    17.55    23.57    29.58
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    384.8    396.2    393.7    396.2    396.2    396.2    396.2    396.2
  Yb      ,  in    17.02    16.79    16.84    16.76    16.69    16.62    16.59    16.59
  MI(Ixx) , in4    62108    62790    62625    63006    63513    64123    64467    64467
Composite: (At Final, using Ec =  5131.5 ksi )
  Area    , in2    918.4    929.1    926.8    929.1    929.1    929.1    929.1    929.1
  Yb      ,  in    32.31    32.05    32.10    32.03    32.01    31.98    31.96    31.96
  MI(Ixx) , in4   219596   225268   224006   225859   227114   228467   229181   229181

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:  13 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 21.06 ft from member end )
END PATTERN (Ycg = 10.31 in):
     6 @  2.000 in     2 @  4.000 in     2 @  6.000 in     1 @ 32.000 in
     1 @ 34.000 in     1 @ 36.000 in
 
MID PATTERN (Ycg = 3.38 in):
(A) Draped:
     1 @  2.000 in     1 @  4.000 in     1 @  6.000 in
(B) Straight:
     6 @  2.000 in     2 @  4.000 in     2 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.82 in2      Initial Pull          =      553.0 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.851 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.813 ft
Holddown Force        =  15.044 kips     Beam Shrtng (PL/AE)   =      0.208 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)       
-------------------------------------------------------------------------------------
       783.058         740 579.463      5.919 23972.840   535.957     185.613        
 
 
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#5[M16]       60.00        0.62       3.00       0.3960      0.6460    Yes
      2      US#5[M16]       60.00        0.62       7.50       0.6460      1.2710    Yes
      2      US#5[M16]       60.00        0.62       9.00       1.2710      3.5210    Yes
      2      US#5[M16]       60.00        0.62      10.87       3.5210      4.4268    Yes
      2      US#4[M13]       60.00        0.40      12.75       3.8960      4.9600    Yes
      2      US#5[M16]       60.00        0.62      12.87       4.4268      5.5000    Yes
      2      US#4[M13]       60.00        0.40      13.00       4.9600      8.2201    Yes
      2      US#5[M16]       60.00        0.62      13.00       5.5000      7.6670    Yes
      2      US#5[M16]       60.00        0.62      14.00       7.6670      8.8350     No
      2      US#5[M16]       60.00        0.62      15.00       8.8350     21.3330     No
      2      US#4[M13]       60.00        0.40      15.00       8.2201     51.9469    Yes
      2      US#4[M13]       60.00        0.40      13.00      51.9469     55.2070    Yes
      2      US#4[M13]       60.00        0.40      12.75      55.2070     56.2710    Yes
      2      US#5[M16]       60.00        0.62      15.00      38.8340     51.3320     No
      2      US#5[M16]       60.00        0.62      14.00      51.3320     52.5000     No
      2      US#5[M16]       60.00        0.62      13.00      52.5000     54.6670    Yes
      2      US#5[M16]       60.00        0.62      12.87      54.6670     55.7402    Yes
      2      US#5[M16]       60.00        0.62      10.87      55.7402     56.6460    Yes
      2      US#5[M16]       60.00        0.62       9.00      56.6460     58.8960    Yes
      2      US#5[M16]       60.00        0.62       7.50      58.8960     59.5210    Yes
      2      US#5[M16]       60.00        0.62       3.00      59.5210     59.7710    Yes
      2      US#4[M13]       60.00        0.40       9.00      56.2710     60.0213    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 60.1600       3.00 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           1.50 0.200 56.1600 60.1600       6.50 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.8210 in2       Ycg =  3.38 in
         P_init    =      553.0 kips  Ecc = 13.68 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    13.25 ksi  (Eq 5.9.3.2.3a-1), (fcgp= 2.267 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.83 ksi    0.00 ksi
    due to Composite Loads                                 -1.56 ksi    0.00 ksi
    due to Live Loads                                      -5.63 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                        10.33 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 13.25 ksi  ( 6.76 %)             9.28 ksi ( 4.73 %)
Total Prestress Losses                                    22.53 ksi (11.49 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.5 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    1.97    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    28.2    22.4    59.0   109.4   145.5   167.1   174.4
(Max)       V      11.8    10.8    11.0     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     9.5     7.6    19.9    36.9    49.1    56.4    58.8
DC(Max)     V       4.0     3.6     3.7     3.2     2.4     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
Deck +    : M       0.0    47.4    37.7    99.0   183.7   244.2   280.5   292.6
Haunch (Max)V      19.8    18.1    18.5    16.1    12.1     8.0     4.0     0.0
Diaphragm : M       0.0     0.2     0.1     0.4     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.0    16.7    43.8    81.3   108.1   124.2   129.5
DC(Max)     V       8.8     8.0     8.2     7.1     5.3     3.6     1.8     0.0
DL-Comp   : M       0.0     9.4     7.4    19.5    36.3    48.2    55.4    57.8
DW(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   150.4   119.7   311.6   566.5   732.8   829.8   847.4
            V      84.7    79.6    80.7    73.5    62.1    50.7    36.7    25.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    84.7    79.6    80.7    73.5    62.6    52.1    41.8    31.9
            M       0.0   152.9   122.1   311.6   543.4   687.4   741.6   710.1
Total     : M+      0.0   266.0   211.6   553.1  1014.9  1329.2  1515.1  1562.6
            V     133.0   123.8   125.8   112.8    91.6    70.4    46.5    25.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   133.0   123.8   125.8   112.8    92.1    71.7    51.7    32.0
            M       0.0   268.5   213.9   553.1   991.9  1283.8  1426.8  1425.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   57.20   56.67   59.17
Self wt.  : M     167.1   145.5   109.4    59.0    22.4    28.2     0.0
(Max)       V       2.4     4.8     7.2     9.6    11.0    10.8    11.8
DL-Prec.  : M      56.4    49.1    36.9    19.9     7.6     9.5     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.6     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     280.5   244.2   183.7    99.0    37.7    47.4     0.0
Haunch (Max)V       4.0     8.0    12.1    16.1    18.5    18.1    19.8
Diaphragm : M       1.7     1.3     0.8     0.4     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     124.2   108.1    81.3    43.8    16.7    21.0     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.2     8.0     8.8
DL-Comp   : M      55.4    48.2    36.3    19.5     7.4     9.4     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
LL + I    : M+    829.8   732.8   566.5   311.6   119.7   150.4     0.0
            V      36.7    50.7    62.1    73.5    80.7    79.6    84.7
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    41.8    52.1    62.6    73.5    80.7    79.6    84.7
            M     741.6   687.4   543.4   311.6   122.1   152.9     0.0
Total     : M+   1515.1  1329.2  1014.9   553.1   211.6   266.0     0.0
            V      46.5    70.4    91.6   112.8   125.8   123.8   133.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    51.7    71.7    92.1   112.8   125.8   123.8   133.0
            M    1426.8  1283.8   991.8   553.1   213.9   268.5     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.8             11.8
Deck+Haunch            19.8             19.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.0              4.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           43.8             43.8
DL-Comp.(DW)           19.5             19.5
Live                   79.6             79.6
        Truck          60.6             60.6
        Lane           18.9             18.9
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    28.2    22.4    59.0   109.4   145.5   167.1   174.4
(Max)       V      11.8    10.8    11.0     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     9.5     7.6    19.9    36.9    49.1    56.4    58.8
DC(Max)     V       4.0     3.6     3.7     3.2     2.4     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
Deck +    : M       0.0    47.4    37.7    99.0   183.7   244.2   280.5   292.6
Haunch (Max)V      19.8    18.1    18.5    16.1    12.1     8.0     4.0     0.0
Diaphragm : M       0.0     0.2     0.1     0.4     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.0    16.7    43.8    81.3   108.1   124.2   129.5
DC(Max)     V       8.8     8.0     8.2     7.1     5.3     3.6     1.8     0.0
DL-Comp   : M       0.0     9.4     7.4    19.5    36.3    48.2    55.4    57.8
DW(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   120.3    95.8   249.3   453.2   586.3   663.9   677.9
            V      67.8    63.7    64.6    58.8    49.7    40.6    29.3    20.2
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    67.8    63.7    64.6    58.8    50.1    41.6    33.5    25.5
            M       0.0   122.3    97.6   249.3   434.7   550.0   593.3   568.1
Total     : M+      0.0   235.9   187.7   490.8   901.6  1182.6  1349.1  1393.1
            V     116.0   107.9   109.6    98.1    79.2    60.2    39.2    20.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   116.0   107.9   109.6    98.1    79.6    61.3    43.3    25.6
            M       0.0   237.9   189.5   490.8   883.2  1146.3  1278.5  1283.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   57.20   56.67   59.17
Self wt.  : M     167.1   145.5   109.4    59.0    22.4    28.2     0.0
(Max)       V       2.4     4.8     7.2     9.6    11.0    10.8    11.8
DL-Prec.  : M      56.4    49.1    36.9    19.9     7.6     9.5     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.6     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     280.5   244.2   183.7    99.0    37.7    47.4     0.0
Haunch (Max)V       4.0     8.0    12.1    16.1    18.5    18.1    19.8
Diaphragm : M       1.7     1.3     0.8     0.4     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     124.2   108.1    81.3    43.8    16.7    21.0     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.2     8.0     8.8
DL-Comp   : M      55.4    48.2    36.3    19.5     7.4     9.4     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
LL + I    : M+    663.9   586.3   453.2   249.3    95.8   120.3     0.0
            V      29.3    40.6    49.7    58.8    64.6    63.7    67.8
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    33.5    41.6    50.1    58.8    64.6    63.7    67.8
            M     593.3   550.0   434.7   249.3    97.6   122.3     0.0
Total     : M+   1349.1  1182.6   901.6   490.8   187.7   235.9     0.0
            V      39.2    60.2    79.2    98.1   109.6   107.9   116.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    43.3    61.3    79.6    98.1   109.6   107.9   116.0
            M    1278.5  1146.3   883.2   490.8   189.5   237.9     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    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    35.3    28.0    73.7   136.8   181.9   208.9   217.9
(Max)       V      14.7    13.5    13.8    12.0     9.0     6.0     3.0     0.0
Self wt.  : M       0.0    25.4    20.2    53.1    98.5   131.0   150.4   156.9
(Min)       V      10.6     9.7     9.9     8.6     6.5     4.3     2.2     0.0
DL-Prec.  : M       0.0    11.9     9.5    24.9    46.1    61.3    70.5    73.5
DC(Max)     V       5.0     4.5     4.6     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     8.6     6.8    17.9    33.2    44.2    50.7    52.9
DC(Min)     V       3.6     3.3     3.3     2.9     2.2     1.5     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
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    59.2    47.1   123.7   229.6   305.3   350.7   365.8
Haunch (Max)V      24.7    22.6    23.1    20.1    15.1    10.1     5.0     0.0
Deck +    : M       0.0    42.6    33.9    89.1   165.3   219.8   252.5   263.4
Haunch (Min)V      17.8    16.3    16.6    14.5    10.9     7.2     3.6     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.0     1.6     2.1     2.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.1     0.4     0.7     1.1     1.5     1.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.2    20.8    54.8   101.6   135.1   155.2   161.9
DC(Max)     V      10.9    10.0    10.2     8.9     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    18.9    15.0    39.4    73.2    97.3   111.8   116.6
DC(Min)     V       7.9     7.2     7.4     6.4     4.8     3.2     1.6     0.0
DL-Comp   : M       0.0    14.0    11.1    29.3    54.4    72.3    83.1    86.6
DW(Max)     V       5.9     5.4     5.5     4.8     3.6     2.4     1.2     0.0
DL-Comp   : M       0.0     6.1     4.8    12.7    23.6    31.3    36.0    37.5
DW(Min)     V       2.5     2.3     2.4     2.1     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   263.2   209.5   545.2   991.3  1282.4  1452.2  1483.0
            V     148.2   139.4   141.3   128.7   108.7    88.7    64.2    44.2
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   148.2   139.4   141.3   128.7   109.6    91.1    73.2    55.8
            M       0.0   267.6   213.6   545.2   951.0  1203.0  1297.7  1242.8
Total     : M+      0.0   410.1   326.3   852.1  1561.0  2039.9  2322.6  2391.4
            V     209.5   195.5   198.5   178.6   146.2   113.7    76.7    44.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   209.5   195.5   198.5   178.6   147.0   116.1    85.7    55.9
            M       0.0   414.5   330.3   852.1  1520.6  1960.5  2168.2  2151.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   57.20   56.67   59.17
Self wt.  : M     208.9   181.9   136.8    73.7    28.0    35.3     0.0
(Max)       V       3.0     6.0     9.0    12.0    13.8    13.5    14.7
Self wt.  : M     150.4   131.0    98.5    53.1    20.2    25.4     0.0
(Min)       V       2.2     4.3     6.5     8.6     9.9     9.7    10.6
DL-Prec.  : M      70.5    61.3    46.1    24.9     9.5    11.9     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.6     4.5     5.0
DL-Prec.  : M      50.7    44.2    33.2    17.9     6.8     8.6     0.0
DC(Min)     V       0.7     1.5     2.2     2.9     3.3     3.3     3.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     350.7   305.3   229.6   123.7    47.1    59.2     0.0
Haunch (Max)V       5.0    10.1    15.1    20.1    23.1    22.6    24.7
Deck +    : M     252.5   219.8   165.3    89.1    33.9    42.6     0.0
Haunch (Min)V       3.6     7.2    10.9    14.5    16.6    16.3    17.8
Diaphragm : M       2.1     1.6     1.0     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       1.5     1.1     0.7     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     155.2   135.1   101.6    54.8    20.8    26.2     0.0
DC(Max)     V       2.2     4.5     6.7     8.9    10.2    10.0    10.9
DL-Comp   : M     111.8    97.3    73.2    39.4    15.0    18.9     0.0
DC(Min)     V       1.6     3.2     4.8     6.4     7.4     7.2     7.9
DL-Comp   : M      83.1    72.3    54.4    29.3    11.1    14.0     0.0
DW(Max)     V       1.2     2.4     3.6     4.8     5.5     5.4     5.9
DL-Comp   : M      36.0    31.3    23.6    12.7     4.8     6.1     0.0
DW(Min)     V       0.5     1.0     1.5     2.1     2.4     2.3     2.5
LL + I    : M+   1452.2  1282.4   991.3   545.2   209.5   263.2     0.0
            V      64.2    88.7   108.7   128.7   141.3   139.4   148.2
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    73.2    91.1   109.6   128.7   141.3   139.4   148.2
            M    1297.7  1203.0   951.0   545.2   213.6   267.6     0.0
Total     : M+   2322.6  2039.9  1561.0   852.1   326.3   410.1     0.0
            V      76.7   113.7   146.2   178.6   198.5   195.5   209.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    85.7   116.1   147.0   178.6   198.5   195.5   209.5
            M    2168.1  1960.5  1520.6   852.1   330.3   414.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               14.7             14.7
Deck+Haunch            24.7             24.7
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.0              5.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           54.7             54.7
DL-Comp.(DW)           29.3             29.3
Live                  139.3            139.3
        Truck         106.1            106.1
        Lane           33.1             33.1
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    28.2    22.4    59.0   109.4   145.5   167.1   174.4
(Max)       V      11.8    10.8    11.0     9.6     7.2     4.8     2.4     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     9.5     7.6    19.9    36.9    49.1    56.4    58.8
DC(Max)     V       4.0     3.6     3.7     3.2     2.4     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
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    47.4    37.7    99.0   183.7   244.2   280.5   292.6
Haunch (Max)V      19.8    18.1    18.5    16.1    12.1     8.0     4.0     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     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     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    21.0    16.7    43.8    81.3   108.1   124.2   129.5
DC(Max)     V       8.8     8.0     8.2     7.1     5.3     3.6     1.8     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     9.4     7.4    19.5    36.3    48.2    55.4    57.8
DW(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     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   150.6   120.2   305.8   529.0   673.1   733.0   689.9
            V      85.3    55.3    61.6    19.1     6.7    48.0    35.7    31.0
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    85.3    79.7    80.9    73.0    60.6    48.9    38.0    31.0
            M       0.0   148.9   118.9   302.9   526.2   645.9   673.1   689.9
Total     : M+      0.0   266.2   212.1   547.3   977.4  1269.4  1418.3  1405.1
            V     133.6    99.5   106.7    58.3    36.2    67.7    45.6    31.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   133.6   123.9   125.9   112.2    90.1    68.6    47.8    31.1
            M       0.0   264.5   210.7   544.4   974.7  1242.3  1358.4  1405.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   57.20   56.67   59.17
Self wt.  : M     167.1   145.5   109.4    59.0    22.4    28.2     0.0
(Max)       V       2.4     4.8     7.2     9.6    11.0    10.8    11.8
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      56.4    49.1    36.9    19.9     7.6     9.5     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.7     3.6     4.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     280.5   244.2   183.7    99.0    37.7    47.4     0.0
Haunch (Max)V       4.0     8.0    12.1    16.1    18.5    18.1    19.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.7     1.3     0.8     0.4     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       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     124.2   108.1    81.3    43.8    16.7    21.0     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.2     8.0     8.8
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      55.4    48.2    36.3    19.5     7.4     9.4     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
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+    733.0   673.1   529.0   305.8   120.2   150.6     0.0
            V      35.7    48.0     6.7    19.1    61.6    55.3    85.3
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    38.0    48.9    60.6    73.0    80.9    79.7    85.3
            M     673.1   645.9   526.2   302.9   118.9   148.9     0.0
Total     : M+   1418.3  1269.4   977.4   547.3   212.1   266.2     0.0
            V      45.6    67.7    36.2    58.3   106.7    99.5   133.6
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    47.8    68.6    90.1   112.2   125.9   123.9   133.6
            M    1358.3  1242.3   974.7   544.4   210.7   264.5     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    6.02   12.03   18.05   24.07   30.08   21.06
 
Beam-Self
Precast-top    0.145   0.275   0.486   0.634   0.722   0.752   0.685 
Bottom        -0.110  -0.207  -0.364  -0.471  -0.534  -0.557  -0.508 
 
Prestress
Precast-top   -0.065  -0.250  -0.612  -0.968  -1.142  -1.142  -1.142 
Bottom         2.501   2.636   2.898   3.152   3.275   3.275   3.275 
 
Total
Precast-top    0.080   0.025  -0.126  -0.334  -0.420  -0.390  -0.457 
Bottom         2.391   2.428   2.534   2.681   2.740   2.718   2.766 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.87 %)
             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    5.52   11.53   17.55   23.57   29.58
 
Prestress
Precast-top    0.014  -0.058  -0.024  -0.222  -0.546  -0.863  -1.018  -1.018
Bottom         0.368   2.229   1.832   2.349   2.583   2.809   2.919   2.919
 
Self wt.
Precast-top   -0.000   0.120   0.095   0.250   0.461   0.609   0.697   0.727
Bottom        -0.000  -0.091  -0.072  -0.188  -0.345  -0.453  -0.516  -0.538
 
DL-Prec (DC)
Precast-top   -0.000   0.040   0.032   0.084   0.156   0.205   0.235   0.245
Bottom        -0.000  -0.031  -0.024  -0.063  -0.116  -0.153  -0.174  -0.182
 
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   0.003   0.005   0.007   0.009
Bottom        -0.000  -0.001  -0.000  -0.001  -0.003  -0.004  -0.005  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.201   0.160   0.419   0.774   1.023   1.170   1.221
Bottom        -0.000  -0.152  -0.122  -0.316  -0.579  -0.760  -0.866  -0.904
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.011   0.029   0.054   0.072   0.083   0.086
Precast-top   -0.000   0.008   0.006   0.016   0.030   0.040   0.046   0.048
Bottom        -0.000  -0.036  -0.029  -0.075  -0.137  -0.182  -0.208  -0.217
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.005   0.013   0.024   0.032   0.037   0.038
Precast-top   -0.000   0.003   0.003   0.007   0.013   0.018   0.020   0.021
Bottom        -0.000  -0.016  -0.013  -0.033  -0.061  -0.081  -0.093  -0.097
 
LL+I(+)
Topping-top   -0.000   0.101   0.081   0.209   0.379   0.489   0.552   0.564
Precast-top   -0.000   0.056   0.044   0.115   0.209   0.270   0.306   0.312
Bottom        -0.000  -0.257  -0.206  -0.530  -0.958  -1.231  -1.389  -1.418
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.122   0.097   0.252   0.458   0.593   0.672   0.689 
Precast-top    0.014   0.371   0.317   0.671   1.102   1.308   1.463   1.565 
Bottom         0.368   1.647   1.366   1.142   0.383  -0.053  -0.332  -0.443 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.016   0.043   0.079   0.104   0.119   0.125 
Precast-top    0.014   0.315   0.272   0.556   0.892   1.038   1.158   1.253 
Bottom         0.368   1.904   1.572   1.673   1.341   1.178   1.057   0.975 
 

 
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    6.02   12.03   18.05   24.07   30.08   21.06
 
Beam-Self
Precast-top    0.145   0.275   0.486   0.634   0.722   0.752   0.685 
Bottom        -0.110  -0.207  -0.364  -0.471  -0.534  -0.557  -0.508 
 
Prestress
Precast-top   -0.065  -0.250  -0.612  -0.968  -1.142  -1.142  -1.142 
Bottom         2.501   2.636   2.898   3.152   3.275   3.275   3.275 
 
Total
Precast-top    0.080   0.025  -0.126  -0.334  -0.420  -0.390  -0.457 
Bottom         2.391   2.428   2.534   2.681   2.740   2.718   2.766 
 
As_top  , in2  0.000   0.000   0.000   0.312   0.472   0.414   0.420 
Ast_prvd, in2  1.080   0.880   0.880   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.87 %)
             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    5.52   11.53   17.55   23.57   29.58
 
Prestress
Precast-top    0.014  -0.058  -0.024  -0.222  -0.546  -0.863  -1.018  -1.018
Bottom         0.368   2.229   1.832   2.349   2.583   2.809   2.919   2.919
 
Self wt.
Precast-top   -0.000   0.120   0.095   0.250   0.461   0.609   0.697   0.727
Bottom        -0.000  -0.091  -0.072  -0.188  -0.345  -0.453  -0.516  -0.538
 
DL-Prec (DC)
Precast-top   -0.000   0.040   0.032   0.084   0.156   0.205   0.235   0.245
Bottom        -0.000  -0.031  -0.024  -0.063  -0.116  -0.153  -0.174  -0.182
 
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   0.003   0.005   0.007   0.009
Bottom        -0.000  -0.001  -0.000  -0.001  -0.003  -0.004  -0.005  -0.007
 
Deck + Haunch
Precast-top   -0.000   0.201   0.160   0.419   0.774   1.023   1.170   1.221
Bottom        -0.000  -0.152  -0.122  -0.316  -0.579  -0.760  -0.866  -0.904
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.011   0.029   0.054   0.072   0.083   0.086
Precast-top   -0.000   0.008   0.006   0.016   0.030   0.040   0.046   0.048
Bottom        -0.000  -0.036  -0.029  -0.075  -0.137  -0.182  -0.208  -0.217
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.005   0.013   0.024   0.032   0.037   0.038
Precast-top   -0.000   0.003   0.003   0.007   0.013   0.018   0.020   0.021
Bottom        -0.000  -0.016  -0.013  -0.033  -0.061  -0.081  -0.093  -0.097
 
LL+I(+)
Topping-top   -0.000   0.081   0.065   0.168   0.303   0.391   0.442   0.451
Precast-top   -0.000   0.045   0.035   0.092   0.167   0.216   0.245   0.250
Bottom        -0.000  -0.205  -0.165  -0.424  -0.766  -0.985  -1.111  -1.135
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.101   0.081   0.210   0.382   0.495   0.561   0.576 
Precast-top    0.014   0.359   0.308   0.648   1.060   1.254   1.402   1.503 
Bottom         0.368   1.698   1.407   1.248   0.575   0.193  -0.054  -0.159 
 

 
 
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    5.52   11.53   17.55   23.57   29.58
F_LL+I(+)
Topping-top   -0.000   0.101   0.081   0.206   0.354   0.449   0.488   0.459
Precast-top   -0.000   0.056   0.044   0.113   0.196   0.248   0.270   0.254
Bottom        -0.000  -0.257  -0.207  -0.520  -0.895  -1.131  -1.227  -1.155
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.112   0.089   0.227   0.394   0.501   0.548   0.521 
Precast-top    0.007   0.213   0.181   0.391   0.642   0.767   0.849   0.881 
Bottom         0.184   0.695   0.579   0.316  -0.224  -0.542  -0.698  -0.667 
 

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
    209.5    6.0   44.0    0.239   2.2   6.00e-3 50.0    211.4     1.148    3.013      0.52
      0.0    0.3   43.9     31.5 0.125      19.2 0.87    12.00     0.100    1.989 
Transfer:   3.00
    195.5    6.0   44.0    1.433  13.4   2.29e-3 37.0    165.5     0.578    1.360      0.00
    414.5    1.8   43.2    189.0 0.112      38.3 1.77    24.00     0.100    2.031 
Critical:   4.09
    189.3    6.0   44.0    1.525  13.4   1.46e-3 34.1    147.4     0.463    1.061      0.00
    571.6    1.9   43.1    189.0 0.109      49.6 2.29    24.00     0.100    1.904 
0.1L    :   6.02
    178.6    6.0   42.2    1.853  13.4   1.20e-3 33.2    132.9     0.422    0.942      0.00
    852.1    2.1   41.2    189.0 0.107      52.2 2.53    24.00     0.100    1.823 
0.2L    :  12.03
    147.0    6.0   40.9    2.821  13.4   0.77e-3 31.7     89.5     0.279    0.816      0.00
   1520.6    2.7   39.6    189.0 0.090      60.5 3.05    24.00     0.100    2.053 
0.3L    :  18.05
    116.1    6.0   42.9    2.821  13.4   1.69e-3 34.9     71.5     0.240    0.816      0.00
   1960.5    2.7   41.5    189.0 0.066      44.1 2.12    24.00     0.100    2.328 
0.4L    :  24.07
     85.7    6.0   43.9    2.821   0.0   2.04e-3 36.2     54.8     0.188    0.320      0.00
   2168.2    2.7   42.5    189.0 0.053      40.4 1.89    24.00     0.100    1.402 
0.5L    :  30.08
     55.9    6.0   43.9    2.821   0.0   1.61e-3 34.6     15.8     0.100    0.320      0.00
   2151.2    2.7   42.5    189.0 0.035      46.3 2.17    24.00     0.100    2.331 
0.6L    :  36.10
     85.7    6.0   43.9    2.821   0.0   2.04e-3 36.2     54.8     0.188    0.320      0.00
   2168.1    2.7   42.5    189.0 0.053      40.4 1.89    24.00     0.100    1.402 
0.7L    :  42.12
    116.1    6.0   42.9    2.821  13.4   1.69e-3 34.9     71.5     0.240    0.816      0.00
   1960.5    2.7   41.5    189.0 0.066      44.1 2.12    24.00     0.100    2.328 
0.8L    :  48.13
    147.0    6.0   40.9    2.821  13.4   0.77e-3 31.7     89.5     0.279    0.816      0.00
   1520.6    2.7   39.6    189.0 0.090      60.5 3.05    24.00     0.100    2.053 
0.9L    :  54.15
    178.6    6.0   42.2    1.853  13.4   1.20e-3 33.2    132.9     0.422    0.942      0.00
    852.1    2.1   41.2    189.0 0.107      52.2 2.53    24.00     0.100    1.823 
Critical:  56.07
    189.3    6.0   44.0    1.525  13.4   1.46e-3 34.1    147.4     0.463    1.061      0.00
    571.6    1.9   43.1    189.0 0.109      49.6 2.29    24.00     0.100    1.904 
Transfer:  57.17
    195.5    6.0   44.0    1.433  13.4   2.29e-3 37.0    165.5     0.578    1.360      0.00
    414.5    1.8   43.2    189.0 0.112      38.3 1.77    24.00     0.100    2.031 
Bearing :  59.67
    209.5    6.0   44.0    0.239   2.2   6.00e-3 50.0    211.4     1.148    3.013      0.52
      0.0    0.3   43.9     31.5 0.125      19.2 0.87    12.00     0.100    1.989 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  552.97
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    1.11
 
 
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
    209.5      5.30     44.05    0.30       43.90    24.00      0.090      1.543      0.557      3.013 
Transfer:      2.50
    195.5      5.03     44.05    1.78       43.16    24.00      0.090      1.453      0.503      1.360 
Critical:      3.59
    189.4      4.88     44.05    1.89       43.11    24.00      0.090      1.402      0.472      1.061 
0.1L    :      5.52
    178.6      4.82     42.21    2.08       41.17    24.00      0.090      1.382      0.460      0.942 
0.2L    :     11.53
    147.0      4.13     40.90    2.67       39.56    24.00      0.090      1.151      0.322      0.320*
0.3L    :     17.55
    116.1      3.11     42.88    2.68       41.54    24.00      0.090      0.810      0.117      0.320 
0.4L    :     23.57
     85.7      2.24     43.87    2.68       42.53    24.00      0.090      0.522      0.000      0.320 
0.5L    :     29.58
     55.9      1.46     43.87    2.68       42.53    24.00      0.090      0.262      0.000      0.320 
0.6L    :     35.60
     85.7      2.24     43.87    2.68       42.53    24.00      0.090      0.522      0.000      0.320 
0.7L    :     41.62
    116.1      3.11     42.88    2.68       41.54    24.00      0.090      0.810      0.117      0.320 
0.8L    :     47.63
    147.0      4.13     40.90    2.67       39.56    24.00      0.090      1.151      0.322      0.320*
0.9L    :     53.65
    178.6      4.82     42.21    2.08       41.17    24.00      0.090      1.382      0.460      0.942 
Critical:     55.57
    189.4      4.88     44.05    1.89       43.11    24.00      0.090      1.402      0.472      1.061 
Transfer:     56.67
    195.5      5.03     44.05    1.78       43.16    24.00      0.090      1.453      0.503      1.360 
Bearing :     59.17
    209.5      5.30     44.05    0.30       43.90    24.00      0.090      1.543      0.557      3.013 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.52 ft
Prestress      :       0.474  1.80      0.853  2.20      1.042
Self Wt.       :      -0.120  1.85     -0.222  2.40     -0.288
Deck + Haunch  :                       -0.167  2.30     -0.385
DL-Prec. (DC)  :                       -0.034  3.00     -0.101
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.021  3.00     -0.062
DL-Comp. (DW)  :                       -0.009  3.00     -0.028
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 11.53 ft
Prestress      :       0.861  1.80      1.550  2.20      1.894
Self Wt.       :      -0.225  1.85     -0.417  2.40     -0.541
Deck + Haunch  :                       -0.329  2.30     -0.756
DL-Prec. (DC)  :                       -0.066  3.00     -0.198
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.041  3.00     -0.122
DL-Comp. (DW)  :                       -0.018  3.00     -0.054
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 17.55 ft
Prestress      :       1.143  1.80      2.057  2.20      2.514
Self Wt.       :      -0.305  1.85     -0.565  2.40     -0.733
Deck + Haunch  :                       -0.452  2.30     -1.040
DL-Prec. (DC)  :                       -0.091  3.00     -0.273
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.056  3.00     -0.169
DL-Comp. (DW)  :                       -0.025  3.00     -0.075
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 23.57 ft
Prestress      :       1.314  1.80      2.366  2.20      2.892
Self Wt.       :      -0.356  1.85     -0.658  2.40     -0.854
Deck + Haunch  :                       -0.530  2.30     -1.219
DL-Prec. (DC)  :                       -0.106  3.00     -0.319
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.066  3.00     -0.198
DL-Comp. (DW)  :                       -0.029  3.00     -0.088
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 29.58 ft
Prestress      :       1.375  1.80      2.475  2.20      3.025
Self Wt.       :      -0.374  1.85     -0.691  2.40     -0.897
Deck + Haunch  :                       -0.557  2.30     -1.282
DL-Prec. (DC)  :                       -0.112  3.00     -0.336
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.069  3.00     -0.208
DL-Comp. (DW)  :                       -0.031  3.00     -0.093
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 35.60 ft
Prestress      :       1.314  1.80      2.366  2.20      2.892
Self Wt.       :      -0.356  1.85     -0.658  2.40     -0.854
Deck + Haunch  :                       -0.530  2.30     -1.219
DL-Prec. (DC)  :                       -0.106  3.00     -0.319
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.066  3.00     -0.198
DL-Comp. (DW)  :                       -0.029  3.00     -0.088
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 41.62 ft
Prestress      :       1.143  1.80      2.057  2.20      2.514
Self Wt.       :      -0.305  1.85     -0.565  2.40     -0.733
Deck + Haunch  :                       -0.452  2.30     -1.040
DL-Prec. (DC)  :                       -0.091  3.00     -0.273
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.056  3.00     -0.169
DL-Comp. (DW)  :                       -0.025  3.00     -0.075
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 47.63 ft
Prestress      :       0.861  1.80      1.550  2.20      1.894
Self Wt.       :      -0.225  1.85     -0.417  2.40     -0.541
Deck + Haunch  :                       -0.329  2.30     -0.756
DL-Prec. (DC)  :                       -0.066  3.00     -0.198
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.041  3.00     -0.122
DL-Comp. (DW)  :                       -0.018  3.00     -0.054
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 53.65 ft
Prestress      :       0.474  1.80      0.853  2.20      1.042
Self Wt.       :      -0.120  1.85     -0.222  2.40     -0.288
Deck + Haunch  :                       -0.167  2.30     -0.385
DL-Prec. (DC)  :                       -0.034  3.00     -0.101
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.021  3.00     -0.062
DL-Comp. (DW)  :                       -0.009  3.00     -0.028
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
   410.1    37.9  1.863  265.8    2.1   1.78   1528.7  0.062T 1.00       -       -     -     -  
H/2     :   1.97
   326.3    37.8  1.533  266.5    1.7   1.47   1260.7  0.076T 1.00       -       -     -     -  
0.1L    :   5.52
   852.1    38.9  2.190  265.2    2.5   2.08   1833.2  0.052T 1.00       -       -     -     -  
0.2L    :  11.53
  1561.0    40.9  2.821  264.2    3.1   2.67   2457.0  0.040T 1.00       -       -     -     -  
0.3L    :  17.55
  2039.9    42.9  2.821  264.4    3.1   2.68   2582.3  0.040T 1.00   2069.7  2069.7    1.25    -  
0.4L    :  23.57
  2322.6    43.9  2.821  264.6    3.1   2.68   2645.0  0.040T 1.00   2098.1  2098.1    1.26    -  
0.5L    :  29.58
  2391.4    43.9  2.821  264.6    3.1   2.68   2645.0  0.040T 1.00   2079.4  2079.4    1.27    -  
0.6L    :  35.60
  2322.6    43.9  2.821  264.6    3.1   2.68   2645.0  0.040T 1.00   2098.1  2098.1    1.26    -  
0.7L    :  41.62
  2039.9    42.9  2.821  264.4    3.1   2.68   2582.3  0.040T 1.00   2069.8  2069.8    1.25    -  
0.8L    :  47.63
  1561.0    40.9  2.821  264.2    3.1   2.67   2457.0  0.040T 1.00   1995.1  1995.1    1.23    -  
0.9L    :  53.65
   852.1    38.9  2.190  265.2    2.5   2.08   1833.2  0.052T 1.00       -       -     -     -  
H/2     :  57.20
   326.3    37.8  1.533  266.5    1.7   1.47   1260.7  0.076T 1.00       -       -     -     -  
Transfer:  56.67
   410.1    37.9  1.863  265.8    2.1   1.78   1528.7  0.062T 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    -0.085
        M   2.00 Fb     0.442
 
  2   1 E  36.00 Ft     0.247
        M   6.00 Fb     0.379
 
  3   1 E  34.00 Ft     0.549
        M   4.00 Fb     0.339
 
  4   1 E  32.00 Ft     0.821
        M   2.00 Fb     0.322
 
  5   2 E   6.00 Ft     0.711
        M   6.00 Fb     0.783
 
  6   2 E   4.00 Ft     0.540
        M   4.00 Fb     1.288
 
  7   2 E   2.00 Ft     0.310
        M   2.00 Fb     1.840
 
  8   2 E   2.00 Ft     0.080
        M   2.00 Fb     2.391
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 60.17            Release Length, ft: 60.17
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  13
No. of strands, Draped:   3           No. of strands, Straight:  10
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.0 ksi  f'ct   4.0 ksi
Initial losses:  6.76 %               Final losses: 11.49 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       2.766     Depress     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.457     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)                  2645.02     2391.42     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   0.689     Midspan    1.800   0.125     Midspan
    Pre.Top:   4.200   1.565     Midspan    3.150   1.253     Midspan
    Pre.Bot:   4.200   1.647    Transfer    3.150   1.904    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.500   0.014     Bearing
    Pre.Bot:  -0.500  -0.159     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.800   0.881     Midspan
    Pre.Bot:                                                             2.800   0.695    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  29.58 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.375  1.80      2.475  2.20      3.025
Self Wt.       :      -0.374  1.85     -0.691  2.40     -0.897
Deck + Haunch  :                       -0.557  2.30     -1.282
DL-Prec. (DC)  :                       -0.112  3.00     -0.336
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.069  3.00     -0.208
DL-Comp. (DW)  :                       -0.031  3.00     -0.093
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

