Structural Design ( RCC )

81) In limit state design, permissible bond stress in the case of deformed bars is more

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60%

82) Pre-stressed concrete is more desirable in case of

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Cylindrical pipe subjected to internal fluid pressure

83) In a doubly reinforced rectangular beam, the allowable stress in compression steel is

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Less than the permissible stress in tension in steel

84) The diagonal tension which results ultimate failure due to development diagonal tension cracks, depends on

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Both (a) and (b)

85) For reinforced concrete exposed to sulphate attack minimum grade required is

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M 20

86) minimum period stipulated for moist curing of concrete using ordinary Portland cement is

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7 days

87) Addition of sugar in concrete (about 0.05% of weight of cement) results in

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Increasing the setting time by about 4 hours

88) the limit of loss on ignition for ordinary Portland cement is

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5%

89) Maximum permissible limit of magnesia content in ordinary Portland cement is

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6%

90) Increase in fineness modulus of aggregate indicates

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coarse grading

Subject Notes

→ Hydraulics → Structural Design-RCC → Irrigation Engineering → Highway Engineering → Engineering Survey → Water supply & sanitary → Soil Mechanics → Mechanics and structure → Construction Management → Building Construction → Estimating and Costing → Engineering Drawing → Building Material → Airport Engineering

Objective Box

→ Airport Engineering → Building Construction → Construction Management → Construction Materials → Engineering Drawing → Engineering Survey → Estimating and Costing → Highway Engineering → Fluid & Hydraulics → Soil Mechanics → Structural Design - RCC → Water Supply and Sanitary → Irrigation Engineering → Mechanics and Structure → Civil MCQ Set 1 → Civil MCQ Set 2 → Civil MCQ Set 3 → Civil MCQ Set 4

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