Structural Design ( RCC )

281) For a balanced design, according to Whitney, the maximum depth of concrete stress blockin R.C.C. beams should be

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0.537 d

282) The primary compression failure in R.C.C. beam is caused in

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over-reinforced beams

283) The secondary compression failure in R.C.C. beam is caused in

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under-reinforced beams

284) A raft foundation is provided if the areas of the foundation exceeds the plan area of the building by

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50%

285) The minimum diameter of longitudinal reinforcement in R.C.C. column should not be less than

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12 mm

286) The spacing of longitudinal reinforcement in columns measured along the perimeter of the

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300 mm

287) The minimum number of longitudinal steel bars in R.C.C. rectangular columns must

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4

288) The minimum number of longitudinal steel bars in helically reinforced R.C.C. columns must be

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6

289) The minimum number of longitudinal steel bars in R.C.C. circular columns must be

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6

290) The minimum percentage of main reinforcement in R.C.C. walls when it is not carrying any load

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0.15

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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