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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

45
40
55
50

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

15
10
25
20

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Rankine formula
Marcus formula
Rankine Grashoff formula
Grashoff formula

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

20 kg/cm²
10 kg/cm²
5 kg/cm²
15 kg/cm²

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

2.0 times the average
1.75 times the average
1.25 times the average
1.50 times the average

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Five times the diameter
Four times the diameter
Thrice the diameter
Twice the diameter

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