251) Untreated timber piles ………for foundations.

Answer Discuss in Comment

can be used above the water level

252) An inclined structural member carrying axial compression is called

Answer Discuss in Comment

strut

253) As per IS 456 : 2000, the vertical deflection limits in a cantilever beam may generally be assumed to be satisfied provided that (span/depth) ratio does not exceed

Answer Discuss in Comment

254) The moment of resistance factor R1. , when Fe 415 steel is used, is given by

Answer Discuss in Comment

0.1381 fcK

255) In a simply supported beam carrying uniformly distributed load, the spacing of vertical stumps near supports would be

Answer Discuss in Comment

closer

256) For concrete, the initial set generally requires

Answer Discuss in Comment

30 to 60 minutes

257) For concrete, the final set generally requires

Answer Discuss in Comment

5 to 6 hours

258) The reason for choosing mild steel bars as reinforcement in tensile zones of concrete is that

Answer Discuss in Comment

The coefficient of linear expansion is about the same as that of concrete

259) A moist sand occupies a depth of 15 cm and when fully saturated it occupies 12 cm. Then the bulking of the moist sand is

Answer Discuss in Comment

25%

260) High increase in temperature……the strength of concrete.

Answer Discuss in Comment

decreases

« Previous 1 … 24 25 26 27 28 … 34 Next »

Structural Design ( RCC )

251) Untreated timber piles ………for foundations.

252) An inclined structural member carrying axial compression is called

253) As per IS 456 : 2000, the vertical deflection limits in a cantilever beam may generally be assumed to be satisfied provided that (span/depth) ratio does not exceed

254) The moment of resistance factor R1. , when Fe 415 steel is used, is given by

255) In a simply supported beam carrying uniformly distributed load, the spacing of vertical stumps near supports would be

256) For concrete, the initial set generally requires

257) For concrete, the final set generally requires

258) The reason for choosing mild steel bars as reinforcement in tensile zones of concrete is that

259) A moist sand occupies a depth of 15 cm and when fully saturated it occupies 12 cm. Then the bulking of the moist sand is

260) High increase in temperature……the strength of concrete.

Subject Notes

Objective Box

PSC ADVERTISEMENT

Your Reaction

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

Structural Design ( RCC )

251) Untreated timber piles ………for foundations.

252) An inclined structural member carrying axial compression is called

253) As per IS 456 : 2000, the vertical deflection limits in a cantilever beam may generally be assumed to be satisfied provided that (span/depth) ratio does not exceed

254) The moment of resistance factor R1. , when Fe 415 steel is used, is given by

255) In a simply supported beam carrying uniformly distributed load, the spacing of vertical stumps near supports would be

256) For concrete, the initial set generally requires

257) For concrete, the final set generally requires

258) The reason for choosing mild steel bars as reinforcement in tensile zones of concrete is that

259) A moist sand occupies a depth of 15 cm and when fully saturated it occupies 12 cm. Then the bulking of the moist sand is

260) High increase in temperature……the strength of concrete.

Subject Notes

Objective Box

PSC ADVERTISEMENT

Your Reaction

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

Follow us