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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.

Net bearing capacity =65kN/m$^{2}$

A1, A3, C1 & C3 = 800kN

B1, A2, B3 & C2 = 1000 kN

B2 =1600 kN

mumbai university ddrcs • 380  views
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