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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

10
12
16
8

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/C
2800/3C
2800/C²
2300/2C

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RCC Structures Design
A pre-cast pile generally used, is

Circular
Octagonal
Square
Square with corners chamfered

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

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

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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

233 cm
176 cm
236 cm
300 cm

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

6 cm
4 cm
12 cm
8 cm

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