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RCC Structures Design

RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

3WR²/16
WR²/16
2WR²/16
Zero

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Not be uniform
Be more at the edges of the foundation
Be zero at the centre of the foundation
Be uniform

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

30 bar diameters
36 bar diameters
24 bar diameters
18 bar diameters

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

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

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

20
10
25
15

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

WL/4P
WL/3P
WL/P
WL/2P

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