Structural Design ( RCC )

171) With the increase in the ratio of the height to length of the wall, after certain value, the allowable compressive stress in R.C.C. walls

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decreases

172) The drop of a flat slab may have thickness ……

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25 to 50%

173) The assessed surface width of crack should not generally exceed

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0.1 mm

174) Cracks will be within the allowable limits if code specification for

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all the above are followed

175) The balanced design gives

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smallest concrete and maximum Ast

176) In the case of Fe 415 and Fe 500 steels, the yield stress is taken as percent proof stress.

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0.2

177) The design load obtained after multiplying the characteristic load by the partial safety factor is also known as

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factored load

178) The modulus of elasticity of steel is generally taken as

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2 x 10^5 N/mm2

179) The weight of cement contained in one standard bag is

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50 kg

180) The maintenance cost of concrete structures is

Discuss in Comment

practically nil

Subject Notes

Objective Box

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