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RCC Structures Design

RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl212
wl210
wl24
wl28

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

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

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

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

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RCC Structures Design
The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is

25 cm
20 cm
35 cm
30 cm

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

All of the listed here
Bent inward at the floor level
Stopped just below the floor level and separate lap bars provided
Continued up

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

1400 kg/cm²
260 kg/cm²
190 kg/cm²
230 kg/cm²

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