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RCC Structures Design

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

100 cm
120 cm
50 cm
75 cm

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

Economic section
Balanced section
All listed here
Critical section

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

All listed here
Shrinkage stress
Load
Temperature stress

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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
233 cm
176 cm

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

22 mm
20 mm
6 mm
12 mm

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

wh² [(1 - sin φ)/(1 + sin φ)]
wh² [(1 - sin φ)/3(1 + sin φ)]
wh² [(1 - sin φ)/2(1 + sin φ)]
wh [(1 - sin φ)/(1 + sin φ)]

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