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

Working loads are given below. Net bearing capacity = 80 kN/m3.

Load on columns C1 and C3 = 700 kN

Load on columns C2 and C4 = 900 kN

Load on columns C5 = 1100 kN

enter image description here

Draw a neat sketch showing reinforcement details

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

ddrcs mumbai university • 169 views
modified 6 months ago by gravatar for Ankit Pandey Ankit Pandey70 written 8 months ago by gravatar for tanya.tanyabarnwal tanya.tanyabarnwal0
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