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RCC Structures Design

RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

15 kg/cm²
25 kg/cm²
10 kg/cm²
20 kg/cm²

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Continuous beam
Cantilever beam
Simply supported beam
None of these

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RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

50
35
30
40

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Rankine formula
Grashoff formula
Marcus formula
Rankine Grashoff formula

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

M/10√Q
M/100Q
√(M/100Q)
√(M/Q)

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is not cohesive
Is dry
All listed here
Is free from moisture

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