Question: Design a slab base for a column of section ISHB 3 0 0 @ 5 8 . 7 8 k g m , carrying a

Design a slab base for a column of section ISHB 300@58.78kgm, carrying a factored load of 1000kN. Bearing capacity of soil may be taken as 300kNm2. Assume Fe 410 grade for steel and M15 for concrete
Design a slab base for a column of section ISHB 3

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