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RCC Structures Design

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

Winder
Flight
Tread
Rise

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

With the horizontal
None of these
With the perpendicular to the inclined plane of the soil
With the vertical

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

mc/t = n/(d - n)
mc/t = (d - n)/n
t/mc = (d + n)/n
t/mc = (d - n)/n

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RCC Structures Design
If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

D = W (a² - b²)/4abq
D = W (a - b)/4a²bq
D = W (a² - b²)/8a²bq
D = W (a² - b²)/4a²bq

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.5
0.7
0.4
0.6

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RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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