Structural Design ( RCC )

271) A shear wall is designed to carry

Discuss in Comment

axial shear and bending forces

272) a curtain wall is designed to carry

Discuss in Comment

wind load plus self weight

273) A load bearing wall is designed to carry

Discuss in Comment

imposed loads

274) A partition wall is designed to carry

Discuss in Comment

no external loads

275) A cavity wall is designed to carry

Discuss in Comment

axial and bending

276) An eccentric tendon anchored perpendicular to the plane of concrete at the end section in

Discuss in Comment

bending and compression

277) The reduction co-efficient applied to long columns designed by ultimate strength design as compared to that designed by working stress design is

Discuss in Comment

same

278) The maximum unsupported length of a R.C.C. column unrestrained in a plane should be

Discuss in Comment

100b^2/D

279) The combined load factor applied in the ultimate strength design of R.C.C. members is

Discuss in Comment

1.8

280) For a balanced design, according to IS : 456, the maximum depth of concrete stress block in R.C.C. beams should be

Discuss in Comment

0.43 d

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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