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25.

The slenderness ratio of a column supported throughout its length by a masonry wall is                        


A. zero B. 10
C. 100 D. infinity




26.

According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as                        


A. 0.67 L B. 0.8 L
C. L D. 1.5 L




27.

The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as                        


A. 1.8 L B. L
C. 1.1 L D. 1.5 L




28.

The maximum slenderness ratio of a compression member carrying both dead and superimposed load is                        


A. 180 B. 200
C. 250 D. 350




29.

The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is                        


A. 150 B. 180
C. 250 D. 350




30.

According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is                        


A. 1 B. 1.4
C. 1.8 D. 2




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