Q. The effective depth of a shallow beam is the distance between

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Q. The minimum area of cross section of reinforcement in either direction of a slab should not be less than ...... of the slab cross section

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Q. Pick up the correct statement from the following:

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Q. Pick up the correct statement for the web stiffeners.

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Q. The structure which is subjected to an imposed load after 72 hours for a period of 24 hours, is deemed to be unacceptable if it fails to recover the net deflection less than

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Q. The pitch of transverse reinforcement of a column is taken as

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Q. The pH value of water to be used in concrete shall generally be

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Q. Pick up the correct statement applicable to cased columns.

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Q. Creep of concrete is assumed proportional to the stress if the stress does not exceed .......of the characteristic compressive strength

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Q. The characteristic strength of concrete is the strength of material if its test result is not less than

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Q. Pick up the correct statement from the following:

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Q. The minimum length of the side or diameter of the column base shall not be less than (where d is the minimum diameter of the column).

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Q. For design purpose, the moment at the support where two unequal spans or spans not equally loaded meet, is

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Q. As per IS : 800-1982, the coefficient of expansion for steel per degree centigrade per unit length, is

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Q. The flat slab is a reinforced concrete slab with or without drops and is supported

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Q. The ratio of the effective length to the least radius of gyration of a tie member of a roof truss, which gets subjected to reversal of stress shall not exceed

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Q. For deformed reinforcing bars, the permissible design bond stress may be increased by

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Q. The maximum pitch of rivets for compression and tension members should not exceed

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Q. Minimum diameter of the lateral ties should not be less than

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Q. The ratio of the effective lengths of two columns, one effectively held in position at one end and partially restrained at the other end, and the other effectively held in position at one end and free at the other end, is

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