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RCC Structures Design

RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

28 d
58 d
38 d
48 d

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Is safe with stirrups
Is safe with stirrups and inclined members
Needs revision of the section
Safe in shear

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Mid span and fixed support
Mid span
Free end
Fixed end

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

All listed here
Load
Shrinkage stress
Temperature stress

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RCC Structures Design
If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

w₁/w₂ = (l₂/l₁)³
w₁/w₂ = (l₂/l₁)²
w₁/w₂ = (l₂/l₁)⁴
w₁/w₂ = l₂/l₁

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RCC Structures Design
A ribbed slab is provided for

A plain ceiling
Acoustic insulation
All of these
Thermal insulation

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