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Miscellaneous Clauses -II

The load carr...

Question

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

A

500.0 kN

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B

662.5 kN

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C

750.0 kN

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D

1100.0 kN

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Solution

The correct option is C 750.0 kN
Collapse Load = Load factor $\times$ Working load
$= 1.5 \times 500 = 750 k N$

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