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RCC Structures Design

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

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

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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/Q)
√(M/100Q)

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RCC Structures Design
The minimum thickness of a flat slab is taken

L/36 for interior panels without drop
All listed here
L/36 for end panels without drops
L/32 for end panels without drops

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

15
20
10
25

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Needs redesigning
Is unsafe in shear
Is safe in shear
Is over safe in shear

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Drop panel
None of these
Capital
Column head

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