191) For simply supported two way slabs of small spans with HYSD bars of grade Fe 415 the span to over all depth ratio is limited to

Answer Discuss in Comment

35

192) A column is regarded as long column if the ratio of its effective length to least lateral radius of gyration is more than

Answer Discuss in Comment

60

193) The minimum percentage of longitudinal reinforcement in R.C.C. columns is

Answer Discuss in Comment

0.8

194) The maximum percentage of longitudinal reinforcement in R.C.C. columns is

Answer Discuss in Comment

6.0

195) The ratio of the allowable bond stress in deformed bars to that of plain bars is about

Answer Discuss in Comment

1.4

196) The ultimate tensile stress in mild steel bars of grade should be greater than (in N/mm2)

Answer Discuss in Comment

375

197) The allowable tensile stress in high yield strength deformed steel stirrups used in reinforced cement concrete is (in N/mm2)

Answer Discuss in Comment

230

198) The maximum diameter of the reinforcement bars in R.C.C. beams is limited to

Answer Discuss in Comment

one-eighth of the least dimension of the beams

199) The deflection including the effects of temperature, creep and shrinkage occurring after erection of partitions and the application of finishes should not normally exceed

Answer Discuss in Comment

Span/350 or 20 mm whichever is less

200) The final deflection due to all loads including the effects of temperature, creep and shrinkage should not normally exceed

Answer Discuss in Comment

Span/250

Structural Design ( RCC )

191) For simply supported two way slabs of small spans with HYSD bars of grade Fe 415 the span to over all depth ratio is limited to

192) A column is regarded as long column if the ratio of its effective length to least lateral radius of gyration is more than

193) The minimum percentage of longitudinal reinforcement in R.C.C. columns is

194) The maximum percentage of longitudinal reinforcement in R.C.C. columns is

195) The ratio of the allowable bond stress in deformed bars to that of plain bars is about

196) The ultimate tensile stress in mild steel bars of grade should be greater than (in N/mm2)

197) The allowable tensile stress in high yield strength deformed steel stirrups used in reinforced cement concrete is (in N/mm2)

198) The maximum diameter of the reinforcement bars in R.C.C. beams is limited to

199) The deflection including the effects of temperature, creep and shrinkage occurring after erection of partitions and the application of finishes should not normally exceed

200) The final deflection due to all loads including the effects of temperature, creep and shrinkage should not normally exceed

Subject Notes

Objective Box

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Copyright © | 2021 - 2026 | Civil Boss For "MCQ" and Psc Notes. All rights Reserved

Structural Design ( RCC )

191) For simply supported two way slabs of small spans with HYSD bars of grade Fe 415 the span to over all depth ratio is limited to

192) A column is regarded as long column if the ratio of its effective length to least lateral radius of gyration is more than

193) The minimum percentage of longitudinal reinforcement in R.C.C. columns is

194) The maximum percentage of longitudinal reinforcement in R.C.C. columns is

195) The ratio of the allowable bond stress in deformed bars to that of plain bars is about

196) The ultimate tensile stress in mild steel bars of grade should be greater than (in N/mm2)

197) The allowable tensile stress in high yield strength deformed steel stirrups used in reinforced cement concrete is (in N/mm2)

198) The maximum diameter of the reinforcement bars in R.C.C. beams is limited to

199) The deflection including the effects of temperature, creep and shrinkage occurring after erection of partitions and the application of finishes should not normally exceed

200) The final deflection due to all loads including the effects of temperature, creep and shrinkage should not normally exceed

Subject Notes

Objective Box

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Your Reaction

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