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RCC Structures Design

RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

4d
12d
8d
16d

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RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

25 mm
20 mm
10 mm
15 mm

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

Ellipsoid
None of these
Paraboloid
Semi-hemisphere

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

20 %
50 %
40 %
10 %

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One-third lever arm of the section
One-half lever arm of the section
One and half lever arm of the section
Lever arm of the section

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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
175 kg/cm²
100 kg/cm²
250 kg/cm²

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