Calc by vZy1so

VIEWS: 10 PAGES: 6

									                                                                                 Page          87
                                                                                 Revision OA
                           CONCRETE CALCULATION
                             STRUCTURE REPORT


                                          PILE FOUNDATION




                                               DATA

Column Data                                           Pile Data

   X-Dimension         =     0.4   m.                     Dimension         =    0.4    m.
   Y-Dimension         =     0.4   m.                     Safe Load         =    704    KN.


Material Data                                         Footing Data

   Concrete Strength   =     25    Mpa                    Edge Distance     =    0.4    m.
   Steel Strength      =    390    Mpa                    Thickness         =    0.6    m.
                                                          Covering          =   0.075   m.

Service Load                                          Average Load Factor

   P                   =    650    KN                     Factor            =    1.5
   Mx                  =     0     KN-m
   My                  =     0     KN-m               Weight of Footing

Number of Pile         =     1     Pile                   Weight            = 9.0409    KN
                                                                                                                Page                       88
                                                                                                                Revision OA
                                        CONCRETE CALCULATION
                                          STRUCTURE REPORT


                                                 Pile Coordinate and Loading
                                                      PILE FOUNDATION

Pile               X-Coordinate                              Y-Coordinate                         Pile Service Loading
No      Original   Deviate   Existing    SQR X     Original Deviate   Existing    SQR Y     P/N   F/N   Mxd/Sx2 Myd/Sy2   Total   Status
 1       0.00                 0.00       0.00      0.00                0.00        0.00    650     9      0       0       659      OK




 Cg.       0         0          0                    0        0          0
Total                                    0.00                                     0.00     650     9      0       0       659


                                             Footing And Column Coordinate

            Footing Coordinate                                                      Column Coordinate
         Conner    Co X     Co Y                                                 Conner   Co X      Co Y
           1       -0.4     -0.40                                                  1       -0.2     -0.2
           2        0.4     -0.40                                                  2        0.2     -0.2
           3        0.4     -0.40                                                  3        0.2      0.2
           4        0.4      0.40                                                  4       -0.2      0.2
           5        0.4      0.40
           6       -0.4      0.40                                                 Critical Line Coordinate Bending Moment
           7       -0.4      0.40                                                 Moment         X1    Y1   X2   Y2   Length
           8       -0.4     -0.40                                                  X-Neg        -0.2  -0.4 -0.2  0.4   0.80
                                                                                   X-Pos         0.2 -0.40  0.2 0.40   0.80
                                                                                   Y-Neg      -0.40   -0.2 0.40 -0.2   0.80
                                                                                   Y-Pos       -0.40 0.2   0.40 0.2    0.80

        Critical Line Coordinate of Beam Shear                                         Critical Line Coordinate Punching
     Beam Shear X1         Y1   X2    Y2   Length                                Beam Shear      X1    Y1    X2    Y2   Length
       X-Neg       -0.73 -0.4 -0.73 0.40    0.80                                   X-Neg      -0.463 -0.4 -0.46 0.4      0.80
        X-Pos       0.73 -0.40 0.73 0.40    0.80                                    X-Pos      0.463 -0.40 0.463 0.40    0.80
       Y-Neg      -0.40 -0.73 0.40 -0.73    0.80                                   Y-Neg      -0.40 -0.46 0.40 -0.46     0.80
        Y-Pos      -0.40 0.73 0.40 0.73     0.80                                    Y-Pos      -0.40 0.463 0.40 0.46     0.80
                                                                                                              Page          89
                                                                                                              Revision OA
                         CONCRETE CALCULATION
                           STRUCTURE REPORT


                                            Ultimate Beam Shear
                                             PILE FOUNDATION
Pile      Factor x             X-Neg                  X-Pos                 Y-Neg                 Y-Pos
No      PileLoading   Factor       Shear     Factor      Shear     Factor       Shear    Factor       Shear
 1       988.56       0.00         0.00        0.00       0.00      0.00        0.00     0.00         0.00




Total    988.56                    0.00                   0.00                  0.00                 0.00
                                           Ultimate Punching Shear
Pile      Factor x     X-Neg          X-Pos           Y-Neg      Y-Pos        Sumation
No      PileLoading    Factor         Factor          Factor     Factor        Factor    Shear Loading
 1       988.56         0.00           0.00            0.00       0.00          0.00         0.00




Total                                                                                        0.00
                                                                                                                   Page                   90
                                                                                                                   Revision OA
                                       CONCRETE CALCULATION
                                         STRUCTURE REPORT


                                                    PILE FOUNDATION
                                                Ultimate Bending Moment


Pile     Factor x              X-Neg                           X-Pos                     Y-Neg                           Y-Pos
No     PileLoading   Factor   Arm      Moment    FactorArm             Moment   Factor   Arm     Moment         Factor   Arm     Moment
 1     988.561 7E-09           0         0       7E-09 0                 0        0       0        0              0      0.2      0.00




Total 988.56                             0                              0.00                         0                            0.0

                                                       Summary Beam Shear

 X-Negative Critical Line                =      0.00      KN      Length =        0.80    m. Stress V/bd           =     0.000 Mpa

 X-Positive Critical Line                =      0.00      KN      Length =        0.80    m. Stress V/bd           =     0.000 Mpa

 Y-Negative Critical Line                =      0.00      KN      Length =        0.80    m. Stress V/bd           =     0.000 Mpa

 Y-Positive Critical Line                =      0.00      KN      Length =        0.80    m. Stress V/bd           =     0.000 Mpa

                                                       Summary Beam Shear

 Total Punching                          =      0.00      KN      Length =        3.20    m. Stress V/bd           =     0.000 Mpa

                                                  Summary Bending Moment

                     X-Negative Critical Line             =      0.00      KN-m    Length        =       0.80      m.

                     X-Positive Critical Line             =       0.0      KN-m    Length        =       0.80      m.

                     Y-Negative Critical Line             =      0.00      KN-m    Length        =       0.80      m.

                     Y-Positive Critical Line             =      0.00      KN-m    Length        =       0.80      m.
                                                                                               Page          91
                                                                                               Revision OA
                            CONCRETE CALCULATION
                              STRUCTURE REPORT


                                            PILE FOUNDATION
1 Check Beam Shear
                   1
        Allowable          fc                          =          0.625     Mpa
                   6

    1.1 Beam Shear X-Negative                             =          0.000     Mpa       OK.

    1.2 Beam Shear X-Positive                             =          0.000     Mpa       OK.

    1.3 Beam Shear Y-Negative                             =          0.000     Mpa       OK.

    1.4 Beam Shear Y-Positive                             =          0.000     Mpa       OK.

2 Check Punching


                   1                                      =          1.250     Mpa
        Allowable             fc 
                   3

                    1       2                           =          5.625     Mpa
        Allowable    1 
                                 fc 
                    6      c  
                   1 s d                               =          2.676     Mpa
        Allowable   
                            2  fc
                                
                        12  b0         

                                        Use Minimun       =          1.250     Mpa   >   0.000   Mpa   OK.

3 Bending Moment

    3.1 Moment X-Negative
                 M                                    =       0.000          Mpa
        Ru 
                bd 2
                  0.85 fc  
                            1  1 
                                       2 Ru 
                                                                       mm2 =                  mm2/m
        As  bd                                       =        0.0                   0.00
                     fy            0.85 fc  
                                               
    3.2 Moment X-Positive

                M                                     =       0.000          Mpa
        Ru 
                bd 2
                  0.85 fc  
                            1  1 
                                       2 Ru 
                                                                       mm2                    mm2/m
        As  bd                                       =        0.0                   0.00
                     fy            0.85 fc  
                                               
        Minimun Steel         0.002 t                 =       1200      mm2/m

                                                                    2
        Use Area Steel Require                        =   1200.00 mm /m

        Provide Steel X-Direction                     = DB 16 @         150 mm (As=      1340.4 )   OK.
                                                                                       Page          92
                                                                                       Revision OA
                            CONCRETE CALCULATION
                              STRUCTURE REPORT


                                           PILE FOUNDATION
    3.3 Moment Y-Negative

                 M                                 =    0.000   Mpa
        Ru 
                bd 2
                  0.85 fc  
                            1  1 
                                       2 Ru 
                                               
        As  bd                                    =    0.00    mm2 =         0.00     mm2/m
                     fy            0.85 fc  
                                               
    3.4 Moment Y-Positive

                 M                                 =    0.000   Mpa
        Ru 
                bd 2
                  0.85 fc  
                            1  1 
                                       2 Ru 
                                                               mm2 =                  mm2/m
        As  bd                                    =    0.00                  0.00
                     fy            0.85 fc  
                                               
        Minimun Steel         0.002 t              =    1200    mm2/m

                                                                 2
        Use Area Steel Require                     =   1200.00 mm /m

        Provide Steel Y-Direction                  = DB 16 @     150 mm (As=      1340.4 )   OK.

4 Summary of Footing

        Footing Dimension X-Direction              =    0.80    m

        Footing Dimension Y-Direction              =    0.80    m

        Thickness                                  =    0.60    m

        Number of Pile                             =     1      Pile   Diameter   =   0.40   m

        Provide Steel X-Direction                  = DB 16 @     150 mm

        Provide Steel Y-Direction                  = DB 16 @     150 mm

								
To top