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Design of Short Columns -II

The load carr...

Question

The load carrying capacity of a column designed by working stress method is 500 kN. The ultimate collapse load of the column is

A

500 kN

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B

662.5 kN

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C

750 kN

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D

1100 kN

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Solution

The correct option is C 750 kN
The ultimate collapse load on the column is given by
$W_{u} = W_{s} \times 1.5 = 500 \times 1.5 = 750 k N$

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