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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

75 cm
50 cm
120 cm
100 cm

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

12
10
8
16

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

5 mm
7 mm
6 mm
4 mm

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RCC Structures Design
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is

wh (1 - cos φ)/(1 + sin φ)
wh (1 - sin φ)/(1 + sin φ)
wh (1 - tan φ)/(1 + tan φ)
w (1 - cos φ)/h (1 + sin φ)

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Capital
Drop panel
Supporting end of the column
Top of the column

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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

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

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