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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

wl24
wl210
wl212
wl28

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

120 cm
75 cm
50 cm
100 cm

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RCC Structures Design
An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

236 cm
300 cm
176 cm
233 cm

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

20
30
35
25

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

24 bar diameters
18 bar diameters
12 bar diameters
30 bar diameters

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RCC Structures Design
If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

0.596 %
0.696 %
0.496 %
0.796 %

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