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RCC Structures Design

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

40
50
35
30

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/2P
WL/4P
WL/P
WL/3P

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

WR²/16
Zero
2WR²/16
3WR²/16

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

1400 kg/cm²
260 kg/cm²
190 kg/cm²
230 kg/cm²

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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
15 mm
20 mm
10 mm

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept zero at the edge
Increased gradually towards the edge
Kept uniform throughout
Decreased gradually towards the edge

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