Design raft foundation for the layout of columns of a building as shown in the figure.

Working loads are given below. Net bearing capacity = 100 kN/m3.

Load on columns C1 and C3 = 750 Kn

Load on columns C2 and C4 = 1000 kN

Load on columns C5 = 1200 Kn

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Civil Eng > Sem 8 > Design and Drawing of Reinforced Concrete structure

ddrcs mumbai university • 113  views
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