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RCC Structures Design

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

Four times
Six times
Three times
Five times

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

40
55
45
50

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2300 kg/m³
2500 kg/m³
2200 kg/m³
2400 kg/m³

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

8 legged
6 legged
10 legged
12 legged

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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

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

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

30 cm
35 cm
20 cm
25 cm

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