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RCC Structures Design

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

20 mm
6 mm
12 mm
22 mm

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

8 cm
12 cm
6 cm
4 cm

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

12 legged
6 legged
10 legged
8 legged

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

√(M/Q)
M/100Q
M/10√Q
√(M/100Q)

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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
Grashoff formula
Rankine formula
Rankine Grashoff formula

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Is safe with stirrups and inclined members
Safe in shear
Is safe with stirrups
Needs revision of the section

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