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RCC Structures Design

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

30
35
25
40

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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
233 cm
176 cm
300 cm

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RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Winder
Tread
Rise
Flight

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

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/90
WL²/60
WL²/30
WL²/15

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

4.0 cm larger than the diameter of the column
0.25 times the span length
0.25 times the diameter of the column
5.0 cm larger than the diameter of the column

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