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RCC Structures Design

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

6 mm
12 mm
22 mm
20 mm

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

None of these
Paraboloid
Semi-hemisphere
Ellipsoid

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

All listed here
40°
30°
45°

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

49.9 kg/cm²
250 kg/cm²
100 kg/cm²
175 kg/cm²

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RCC Structures Design
If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by

D = 0.775 Pa
D = 0.00775 aP
D = 0.07775 aP
D = 0.0775 aP

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

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