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RCC Structures Design

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

Five times
Three times
Two times
Four times

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

WR²/16
3WR²/16
2WR²/16
Zero

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RCC Structures Design
If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

w₁/w₂ = (l₂/l₁)²
w₁/w₂ = (l₂/l₁)⁴
w₁/w₂ = (l₂/l₁)³
w₁/w₂ = l₂/l₁

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

6 legged
8 legged
12 legged
10 legged

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

0.87
7.5
8.5
5.8

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Lever arm/(Shear force × Width)
Shear force/(Lever arm × Width)
(Shear force × Width)/Lever arm
Width/(Lever arm × Shear force)

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