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RCC Structures Design

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/Q)
√(M/100Q)
M/10√Q
M/100Q

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

10 cm
8 cm
12 cm
6 cm

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

Nil
200 kg/m²
75 kg/m²
150 kg/cm²

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

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

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

All of the listed here
Compression is resisted by compression steel
Stress in tension steel equals the stress in compression steel
Tension is resisted by tension steel

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

40
30
35
50

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