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RCC STRUCTURES DESIGN

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

Rankine formula
Marcus formula
Rankine Grashoff formula
Grashoff formula

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

4 m
6 m
3 m
5 m

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.0775 a
D = 0.775 √a
D = 0.775 a²
D = 0.775 a

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

25
20
10
15

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

100 cm
150 cm
300 cm
200 cm

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