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RCC Structures Design

RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl212
wl24
wl210
wl28

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

2R + T = 60
R + 2T = 60
R + 2T= 30
2R + T = 30

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RCC Structures Design
The effective span of a simply supported slab, is

Distance between the centers of the bearings
None of these
Clear distance between the inner faces of the walls plus twice the thickness of the wall
Clear span plus effective depth of the slab

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

150 cm
50 cm
200 cm
100 cm

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/7 to 1/3 of rib depth
1/3 to 1/2 of rib depth
1/2 to 3/4 of rib depth
1/3 to 2/3 of rib depth

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.1 m
4.7 m
4.0 m
4.5 m

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