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RCC Structures Design

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
Zero
3WR²/16
2WR²/16

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

50 kg/cm²
350 kg/cm²
150 kg/cm²
250 kg/cm²

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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

8 legged
12 legged
6 legged
10 legged

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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
wl210
wl24
wl28

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.25 times the average
1.50 times the average
2.0 times the average
1.75 times the average

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RCC Structures Design
The live load to be considered for an accessible roof, is

150 kg/m²
200 kg/cm²
75 kg/m³
Nil

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