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RCC Structures Design

RCC Structures Design
The minimum head room over a stair must be

200 cm
230 cm
205 cm
210 cm

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

10 mm
12 mm
8 mm
6 mm

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Six times
Three times
Four times
Five times

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Seven times the diameter
Thrice the diameter
Twice the diameter
Four times the diameter

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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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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe with stirrups and inclined bars
Needs revision of section
Is safe with stirrups
Is safe in shear

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