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DESIGN OF RAFT FOUNDATION Name of Project :
Design Example 18.5, Page 561, Reinf concrete A.K.Jain
Given Data: 1 Grade of Steel
Fe
415
2 Grade of Concrete
M
15
3 Size of Column
(X x Y)
300
4 Safe Bearing Capacity of Soil 5 Diameter of Bars
(Along X-direction)
6 Diameter of Bars
(Along Y-direction) 1
65.00
2
Y
mm
300
mm
KN/m2
20
mm
20
mm
3
X
4
C
C
B
B X
A
A O
1
2
3
4
Details of Columns Considering column A-1 as origin (O)
Column
Moment about X-axis Moment about Y-axis
X-cord Y-cord (in m) (in m) A-1 0 0 A-2 7 0 A-3 14 0 A-4 21 0 B-1 0 6 B-2 7 6 B-3 14 6 B-4 21 6 C-1 0 12 C-2 7 12 C-3 14 12 C-4 21 12 Cantilever length from centre line of columns Left 0.3 m Top Right 0.3 m Bottom