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RCC Structures Design

RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/30th of span
1/20th of span
1/25th of span
1/15th of span

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

40
30
35
25

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Shear force
Area of the section
Distance of the C.G. of the area from its neutral axis
Moment of the beam section about its neutral axis

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.75
0.25
0.7
0.5

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/2P
WL/4P
WL/P
WL/3P

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.775 √a
D = 0.0775 a
D = 0.775 a
D = 0.775 a²

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