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RCC Structures Design

RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.10 %
0.12 %
0.15 %
0.18 %

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Three times
Four times
Five times
Two times

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

14 cm²
17 cm²
16 cm²
15 cm²

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

Dowel splice
Hooked splice
All listed here
Straight bar splice

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

All listed here
σc(A - Asc) + m σcAsc
σcAc + m σcAsc
σc[A + (m - 1)Asc]

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Area of the section
Moment of the beam section about its neutral axis
Shear force
Distance of the C.G. of the area from its neutral axis

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