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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

10
8
16
12

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RCC Structures Design
A very comfortable type of stairs is

Geometrical
Dog legged
Straight
Open newel

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

Column head
None of these
Drop panel
Capital

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RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

58 d
48 d
28 d
38 d

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

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

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Minimum shear force
Maximum bending moment
Maximum shear force
Minimum bending moment

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