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 = 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

enter image description here

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

ddrcs mumbai university • 64 views
written 6 months ago by gravatar for tanya.tanyabarnwal tanya.tanyabarnwal0
Please log in to add an answer.