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RCC Structures Design

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

12 legged
6 legged
8 legged
10 legged

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

210 cm
200 cm
230 cm
205 cm

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

Freyssinet system
Magnel-Blaton system
Lee-McCall system
C.L. standard system

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

15 kg/cm²
25 kg/cm²
20 kg/cm²
10 kg/cm²

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

200 cm
150 cm
300 cm
100 cm

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.207 L
0.407 L
0.307 L
0.107 L

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