0
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

raft foundation • 275  views
0
Please log in to add an answer.

Continue reading

Find answer to specific questions by searching them here. It's the best way to discover useful content.

Find more