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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

25
35
30
40

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/jdƩO
2 × Q/jdƩO
Q/2jdƩO
Q/3jdƩO

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RCC Structures Design
A ribbed slab is provided for

Thermal insulation
Acoustic insulation
A plain ceiling
All of these

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

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

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

15 kg/cm²
20 kg/cm²
25 kg/cm²
10 kg/cm²

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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

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

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