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RCC Structures Design

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

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

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

41,200 kg
412,000 kg
None of these
4,120 kg

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RCC Structures Design
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

Is increased by Pe/Z
Is increased by PZ/e
Is decreased by Pe/Z
Remains unchanged

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

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

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 1400/3C
m = 700/3C
m = 2800/3C
m = 3500/3C

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

20
10
25
15

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