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RCC Structures Design

RCC Structures Design
The weight of a foundation is assumed as

12% of wall weight
7% of wall weight
10% of wall weight
5% of wall weight

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RCC Structures Design
A pre-stressed concrete member

Is made of concrete
Is stressed after casting
Is made of reinforced concrete
Possesses internal stresses

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Temperature stress
Shrinkage stress
Load
All listed here

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

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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

wl24
wl212
wl210
wl28

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Marcus formula
Rankine formula
Rankine Grashoff formula
Grashoff formula

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