Structural Design ( RCC )

161) The tensile strength of concrete to be used in the design of reinforced concrete members is

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0.7 √fck

162) The permissible bearing stress on full area of concrete shall be taken as

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0.25 fck

163) The partial factor of safety for steel in limit state design is

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1.15

164) The partial factor of safety for concrete in limit state design is

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1.50

165) The minimum percentage of high yield strength deformed reinforcement bars (HYSD) provided in R.C.C. slabs is

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0.12

166) The diameter of the column head supporting a flat slab is about

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0.25 times the span

167) The minimum cover to the main bars in R.C.C. beam must be

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25 mm or diameter of the bar

168) The minimum cover to the main reinforcement in R.C.C. solid slabs is

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15 mm or diameter of the bar

169) The minimum eccentricity that should be used in the design of any R.C.C. column is given by

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(unsupported length/500) + (lateral dimension/30)

170) The allowable compressive stress in a reinforcement concrete wall compared to that of R.C.C. columns

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is more

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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