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Design and draw with the data given in Q. No.1 Raft foundation as shown in figure by dotted line supporting the columns with working loads as given below.
written 6.0 years ago by | • modified 2.9 years ago |
Net bearing capacity =65kN/m$^{2}$
A1, A3, C1 & C3 = 800kN
B1, A2, B3 & C2 = 1000 kN
B2 =1600 kN
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