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Design raft foundation for the layout of columns of a building as shown in the figure.
written 5.2 years ago by gravatar for teamques10 teamques10 ★ 64k •   modified 4.0 years ago

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
reinforced concrete structures design and drawing
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