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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
25
10
20

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

50 %
40 %
10 %
20 %

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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
236 cm
300 cm
176 cm

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

8 mm
12 mm
10 mm
6 mm

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Drop panel
Column head
None of these
Capital

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RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/12 (L - D/3)²
WL/10 (L + 2D/3)²
WL/10 (L - 2D/3)²
WL/12 (L - 2D/3)²

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