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RCC Structures Design

RCC Structures Design
The minimum head room over a stair must be

210 cm
230 cm
200 cm
205 cm

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RCC Structures Design
The width of the flange of a T-beam should be less than

Least of the above
Distance between the centers of T-beam
Breadth of the rib plus twelve times the thickness of the slab
One-third of the effective span of the T-beam

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RCC Structures Design
As the percentage of steel increases

Depth of neutral axis increases
Lever arm increases
Lever arm decreases
Depth of neutral axis decreases

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RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/6
WL/4
WL/2
WL/8

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Smaller of 25 mm or diameter
Greater of 40 mm or diameter
Greater of 25 mm or diameter
Smaller of 40 mm or diameter

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

150 kg/cm²
350 kg/cm²
250 kg/cm²
50 kg/cm²

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