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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Q. Pick up the correct statement from the following:

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Q. The minimum thickness of the web plate for a crane gantry plate girder with a lifting load exceeding 15 tonnes, is

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Q. The greater clear dimension of web of thickness't' should not exceed

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Q. For under water concreting.

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Q. The actual length of a column provided with a cap and base, is the distance between

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Q. The maximum bending moment in a purlin of length L when subjected to a distributed load ω, is assumed

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Q. A column of rectangular section is considered short, if both the slenderness ratios are less than

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Q. The tolerances for the form work of columns and beams range from

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Q. The effective length of lacing is the distance

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Q. M 30 grade concrete means, its compressive strength of 15-cm cube, is 30 N/mm² after

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Q. If the ratio of effective span to overall depth of a simply supported beam is less than 1, the lever arm is

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Q. If the ends of the compression flanges of simply supported girders are fully restrained against lateral bending, the effective length is taken as

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