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