Date
up solumn carrying
Design suitable slab base for a built up column carrying
an axial
load of 2000Kn.The
column is built
up using ISHB 400 with two flange plate 300mm by 12 mm connected to each flange of the column. Assume SBC equal to 250 kN/m2 and permissible stress in concrete equal to 2500 kN/m².
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