Structural Design ( RCC )

181) In a singly reinforced beam, if the concrete is stressed to its allowable limit earlierthan steel, the section is said to be

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over reinfored section

182) All columns shall be designed for an eccentricity not less than

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20 mm

183) The slenderness ratio of masonry walls should be limited to

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20

184) A masonry wall is said to be short wall if the slenderness ratio is less than

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8

185) The maximum shear stress permitted in reinforced concrete members depends upon

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grade of concrete

186) The allowable tensile stress in mild steel stirrups in reinforced cement concrete is (in N mm2)

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140

187) The minimum number of torsional longitudinal reinforcement bars to be provided in R.C.C. beams is

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4

188) The probability that the actual strengths of material is more than or equal to its characteristic strength is

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0.95

189) The effective width of a column strip of a flat slab is taken as

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half the width of the panel

190) For the simply supported beams and slabs the basic value of span to effective depth ratio is

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20

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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