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RCC Structures Design

RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

14 mm
16 mm
10 mm
12 mm

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

Remains below the slab
Remains within the flange
Coincides the geometrical centre of the beam
None of these

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

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

Resist the shrinkage stress
Distribute the load
All of these
Resist the temperature stresses

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

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

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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
50
40
55

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