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RCC Structures Design

RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

√(M/Q)
M/100Q
M/10√Q
√(M/100Q)

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

0.1 L from the centre edge of column
Half the distance of projection
One-fourth the distance of projection
0.1 L from the outer edge of column

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

Distribute the load
All of these
Resist the shrinkage stress
Resist the temperature stresses

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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

236 cm
300 cm
233 cm
176 cm

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One fourth of the width of the steam at the bottom
One-third of the width of the stem at the bottom
One half of the width of the stem at the bottom
Width of the stem at the bottom

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RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - P sin θ
W - 2P cos θ
W - 2P sin θ
W - P cos θ

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