Structural Design ( RCC )

311) A R.C.C. wall may be considered long for design purposes to give reduction in the load

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(height/ thickness) is more than 12

312) The percentage increase in the allowable compressive stress in R.C.C. walls whose height is more than twice the length of the wall is

313) The diameter of transverse reinforcement of columns should be equal to one fourth of the diameter of the main rods but not less than

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5 mm

314) The maximum spacing of longitudinal bars with a tie bent around alternate bars in R.C.C. columns

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75 mm

315) Spacing of longitudinal bars measured along the priphery of a circular R.C.C. column shall not exceed

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300 mm

316) The effective length of a column with both ends effectively held in position, but not restrained against rotation is

317) During transportation of concrete the separation of coarse aggregate from mortar is called

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segregation

318) The separation of water from a freshly mixed concrete is known as

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bleeding

319) The type of cement preferred in the construction of massive concrete dam is

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low heat cement

320) For deformed bars, the allowable bond stress in tension is increased by……per cent over the corresponding value of plain bars.

Subject Notes

Objective Box

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