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RCC Structures Design

RCC Structures Design
The minimum head room over a stair must be

210 cm
205 cm
200 cm
230 cm

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

wh² [(1 - sin φ)/(1 + sin φ)]
wh [(1 - sin φ)/(1 + sin φ)]
wh² [(1 - sin φ)/3(1 + sin φ)]
wh² [(1 - sin φ)/2(1 + sin φ)]

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Minimum shear force
Minimum bending moment
Maximum bending moment
Maximum shear force

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

8 cm to 10 cm
6 cm to 7.5 cm
12 cm to 15 cm
10 cm to 12 cm

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

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

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

Five times
Four times
Three times
Six times

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