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RCC Structures Design

RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Four times
Six times
Five times
Three times

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

15 kg/cm²
20 kg/cm²
5 kg/cm²
10 kg/cm²

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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

50 cm
120 cm
75 cm
100 cm

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The slab is continuous over two supports
The ratio of spans in two directions is less than 2
It supports live loads in both directions
The slab is discontinuous at edges

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

All of these
No decay due to termites
Higher bearing capacity
No restriction on length

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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
175 kg/cm²
100 kg/cm²
49.9 kg/cm²

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