Structural Design ( RCC )

231) The allowable compressive stress under concentrated load in brick masonry is…..that under uniform load conditions.

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50% more than

232) The basic allowable compressive stress in masonry is……with an increase in the area of themasonry.

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unchanged

233) The stresses caused by different loads can be superimposed in

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working stress design

234) The ratio of the ultimate load capacity of helically-reinforced concrete slender columns to that of tied columns is

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1.05

235) The maximum compressive strain permitted in uncracked R.C.C. columns under bending and compression is

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0.0035

236) The maximum compressive strain permitted in R.C.C. columns at failure load is

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0.002

237) The ultimate strength of an over reinforced R.C.C. beam is proportional to

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crushing strength of the concrete

238) The structural analysis used in the ultimate strength design of R.C.C. structures is

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elastic analysis

239) As per IS : 3370, when shrinkage stresses are allowed, the permissible tensile stress in concrete can be

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increased by 33.33%

240) The allowable direct tensile stress in HYSD bars placed near the liquid face upto 225 mm thick walls is (in MPa)

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150

Subject Notes

Objective Box

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