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RCC Structures Design

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

100 cm
50 cm
120 cm
75 cm

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

250 kg/cm²
49.9 kg/cm²
100 kg/cm²
175 kg/cm²

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Twice the diameter
Thrice the diameter
Seven times the diameter
Four times the diameter

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RCC Structures Design
The effective span of a simply supported slab, is

None of these
Clear span plus effective depth of the slab
Distance between the centers of the bearings
Clear distance between the inner faces of the walls plus twice the thickness of the wall

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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 + (m - 1)Asc]
σc(A - Asc) + m σcAsc
σcAc + m σcAsc

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

Kx (1 - x/l) + bw
All listed here
K/x (1 + x/d) + bw
Kx (1 + x/l) + bw

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