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RCC Structures Design

RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Rise
Winder
Tread
Flight

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/7 to 1/3 of rib depth
1/3 to 1/2 of rib depth
1/2 to 3/4 of rib depth
1/3 to 2/3 of rib depth

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl210
wl212
wl28
wl24

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RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/10 (L - 2D/3)²
WL/10 (L + 2D/3)²
WL/12 (L - D/3)²
WL/12 (L - 2D/3)²

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/5th of the span
1/7th of the span
1/6th of the span
1/4th of the span

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

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

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