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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Q. The individual part of the structures is subjected to a load test for 24 hours by applying a load equal to full dead load of the structure plus

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Q. The width of lacing bars in mm is kept

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Q. The total area of side face reinforcement, in case of a deep beam should not be less than

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Q. As per IS : 1982, the permissible axial tension in rolled I-beams and channels, is

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