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RCC Structures Design

RCC Structures Design
The Young's modulus of elasticity of steel, is

200 KN/mm²
150 KN/mm²
250 KN/mm²
275 KN/mm²

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2
Less than 2
2.5
Less than 2.5

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Shear force/(Lever arm × Width)
Width/(Lever arm × Shear force)
(Shear force × Width)/Lever arm
Lever arm/(Shear force × Width)

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (b + a)/8
M = pb (b - a)²/4
M = pb (b - a)²/8
M = pb (b + a)/8
M = pb (c - a)/4

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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/Q)
M/10√Q
M/100Q
√(M/100Q)

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

Lee-McCall system
C.L. standard system
Magnel-Blaton system
Freyssinet system

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