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RCC Structures Design

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

Paraboloid
Ellipsoid
None of these
Semi-hemisphere

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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

20 mm
25 mm
15 mm
10 mm

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

Ultimate load method
Load factor method
None of these
Modular ratio method

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

40
50
30
56

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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

20 mm
25 mm
15 mm
10 mm

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - P sin θ
W - 2P cos θ
W - 2P sin θ
W - P cos θ

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