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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Horizontal shear
Vertical shear
Diagonal compression
Diagonal tension

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

24 mm diameter
30 mm diameter
18 mm diameter
36 mm diameter

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.8
0.6
0.9
0.7

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

4,120 kg
None of these
412,000 kg
41,200 kg

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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/Q)
M/10√Q
√(M/100Q)

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/15th of span
1/20th of span
1/25th of span
1/30th of span

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