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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
10
25

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Longitudinal central axis
Tensile reinforcement
Neutral axis of the beam
Tensile edge

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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
300 cm
176 cm
236 cm

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

A key
A cut-off wall
A rib
All listed here

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Thrice the diameter
Twice the diameter
Four times the diameter
Seven times the diameter

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2300 kg/m³
2500 kg/m³
2200 kg/m³
2400 kg/m³

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