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4
according to the foundation map, and roughly draw the position of the column base
with chalk.
The foundation drawing is shown in the following figure:
SXJS4019/SXJS4019A/SXJS4019B
FOUNDATION DIMENSIONS
IN MM
QUALITY OF
CONCRETE
MIN.
PRESSURE
RESISTANCE
OF SURFACE
MAX.
REACTION ON
EACH
BEARING
POINT
Length
Width
Thickness
25MPA
425
Kg/cm
2
0.9
Kg/cm
2
6
000
4000
150
25MPA REINFORCED CONCRETE
F72
REINFORCED MESH
COMPACTED SOIL
GRAVEL SHEETING
7mm
200 x 200 mm
F72 Mesh
150mm
200 mm
75mm
Summary of Contents for SXJS4019A
Page 9: ...8 Top view of steel rope general arrangement ...
Page 43: ...10 2 2 Warning mark ...
Page 55: ...22 ...
Page 56: ...23 Chapter 7 Hydraulic System 7 1 Hydraulic pressure principle drawing ...
Page 60: ...29 ...
Page 61: ...30 ...
Page 62: ...31 ...
Page 63: ...32 ...
Page 64: ...33 ...
Page 65: ...34 ...