343) The main reason for providing number of reinforcing bars at a support in a simply supported beam is to resist in that zone

compressive stress

shear stress

bond stress

tensile stress

Answer is:

bond stress

Structural Engineering I MCQ with Answers

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344) Half of the main steel in a simply supported slab is bent up near the support at a distance of x from the center of slab bearing where x is equal to [where 1 is the span]

1/3

1/5

1/7

1/10

Answer is:

1/7

345) When shear stress exceeds the permissible limit in a slab, then it is reduced by

increasing the depth

providing shear reinforcement

using high strength steel

using thinner bars but more in number

Answer is:

increasing the depth

346) If the size of panel in a flat slab is 6m x 6m, then as per Indian Standard Code, the widths of column strip and middle strip are

3.0 m and 1.5 m

1.5 m and 3.0 m

3.0 m and 3.0 m

1.5 m and 1.5 m

Answer is:

3.0 m and 3.0 m

347) For a slab supported on its four edges with corners held down and loaded uniformly, the Marcus correction factor to the moments obtained by Grashoff Rankine's theory

is always less than 1

is always greater than 1

can be more than 1

can be less than 1

Answer is:

is always less than 1

Structural Engineering I MCQ with Answers

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343) The main reason for providing number of reinforcing bars at a support in a simply supported beam is to resist in that zone

bond stress

Structural Engineering I MCQ with Answers

Related Structural Engineering I MCQ with Answers

344) Half of the main steel in a simply supported slab is bent up near the support at a distance of x from the center of slab bearing where x is equal to [where 1 is the span]

1/7

345) When shear stress exceeds the permissible limit in a slab, then it is reduced by

increasing the depth

346) If the size of panel in a flat slab is 6m x 6m, then as per Indian Standard Code, the widths of column strip and middle strip are

3.0 m and 3.0 m

347) For a slab supported on its four edges with corners held down and loaded uniformly, the Marcus correction factor to the moments obtained by Grashoff Rankine's theory

is always less than 1

Structural Engineering I MCQ with Answers