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RCC Structures Design

RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T= 30
2R + T = 60
2R + T = 30
R + 2T = 60

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.7
0.6
0.5
0.4

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

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

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

Five times
Four times
Three times
Two times

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

wl212
wl24
wl210
wl28

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

Flange has adequate reinforcement transverse to beam
It is effectively bonded together with the beam
All of the listed here
It is built integrally with the beam

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