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RCC Structures Design

RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

15
20
25
10

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

2.0
1.0
1.5
3.0

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

60°
30°
None of these
45°

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

(Shear force × Width)/Lever arm
Width/(Lever arm × Shear force)
Shear force/(Lever arm × Width)
Lever arm/(Shear force × Width)

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

50 cm
100 cm
120 cm
75 cm

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

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

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