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RCC Structures Design

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

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

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Supports
Mid span
Every section
Quarter span

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RCC Structures Design
If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by

D = 0.07775 aP
D = 0.775 Pa
D = 0.0775 aP
D = 0.00775 aP

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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
49.9 kg/cm²
100 kg/cm²

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RCC Structures Design
The number of treads in a flight is equal to

None of these
Risers in the flight
Risers plus one
Risers minus one

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d
d + n/3
d - n/3
n

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