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RCC Structures Design

RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

55°
45°
35°
25°

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

5 mm
15 mm
10 mm
7.5 mm

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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

wl210
wl212
wl24
wl28

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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

150 cm
200 cm
100 cm
300 cm

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

Kx (1 - x/l) + bw
K/x (1 + x/d) + bw
Kx (1 + x/l) + bw
All listed here

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

8 cm
10 cm
6 cm
12 cm

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