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RCC Structures Design

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

6 mm
12 mm
22 mm
20 mm

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

100 cm
120 cm
50 cm
75 cm

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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/100Q)
M/100Q
√(M/Q)
M/10√Q

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

8d
12d
16d
4d

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RCC Structures Design
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is

wh (1 - cos φ)/(1 + sin φ)
wh (1 - tan φ)/(1 + tan φ)
wh (1 - sin φ)/(1 + sin φ)
w (1 - cos φ)/h (1 + sin φ)

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

150 kg/cm²
250 kg/cm²
350 kg/cm²
50 kg/cm²

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