Structural Design ( RCC )

61) When shear stress exceeds the permissible limit in a slab, then it is reduced by

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Increasing the depth

62) The main reason for providing number of reinforcing bars at a support in a simply supported beam is to resist in that zone

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Bond stress

63) In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by

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40%

64) The slab is designed as one way if the ratio of long span to short span is

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Greater than 2

65) Ratio of permissible stress in direct compression and bending compression is

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Less than 1

66) Minimum thickness of load bearing RCC wall should be

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100 mm

67) The ratio of the diameter of reinforcement bars and the slab thickness is

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1/8

68) For a reinforced concrete section, shape of shear stress diagram is

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Parabolic above neutral axis rectangular below neutral axis

69) Diagonal tension in a beam

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Increases below the neutral axis and decreases above the neutral axis

70) If the permissible stress in steel in tension is 140 N/mm2, then the depth of neutral Axis for a singly reinforced rectangular balanced section will be

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0.40 d

Subject Notes

Objective Box

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