316) One of the criteria for the effective width of flange of T-beam is bf =—+ bw +6Df 6In above formula, l0 signifies

effective span of T-beam

distance between points of zero moments in the beam

distance between points of maximum moments in the beam

clear span of the T-beam

Answer is:

distance between points of zero moments in the beam

Structural Engineering I MCQ with Answers

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317) For a cantilever of effective depth of 0.5m, the maximum span to satisfy vertical deflection limit is

3.5 m

4 m

4.5 m

5 m

Answer is:

3.5 m

318) For a simply supported beam of span 15m, the minimum effective depth to satisfy the vertical deflection limits should be

600 mm

750 mm

900 mm

more than 1 m

Answer is:

750 mm

319) For a continuous slab of 3 m x 3.5 m size, the minimum overall depth of slab to satisfy vertical deflection limits is

50 mm

75 mm

100 mm

120 mm

Answer is:

75 mm

320) According to IS : 456-1978, the flexural strength of concrete is

directly proportional to compressive strength

inversely proportional to compressive strength

directly proportional to square root of compressive strength

inversely proportional to square root of compressive strength

Answer is:

directly proportional to square root of compressive strength

Structural Engineering I MCQ with Answers

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316) One of the criteria for the effective width of flange of T-beam is bf =—+ bw +6Df 6In above formula, l0 signifies

distance between points of zero moments in the beam

Structural Engineering I MCQ with Answers

Related Structural Engineering I MCQ with Answers

317) For a cantilever of effective depth of 0.5m, the maximum span to satisfy vertical deflection limit is

3.5 m

318) For a simply supported beam of span 15m, the minimum effective depth to satisfy the vertical deflection limits should be

750 mm

319) For a continuous slab of 3 m x 3.5 m size, the minimum overall depth of slab to satisfy vertical deflection limits is

75 mm

320) According to IS : 456-1978, the flexural strength of concrete is

directly proportional to square root of compressive strength

Structural Engineering I MCQ with Answers