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RCC Structures Design

RCC Structures Design
A very comfortable type of stairs is

Straight
Dog legged
Geometrical
Open newel

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Top of the column
Drop panel
Capital
Supporting end of the column

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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

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

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 3/qmax)
(L/2) (1 - 5/qmax)
(L/3) (1 - 5/qmax)
(L/2) (1 - 2/qmax)

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

5 mm
6 mm
4 mm
7 mm

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RCC Structures Design
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

½ n₁ (1 - n₁/3) cbd²
All listed here
Atft (d - n/3)
bn (fc/2) (d - n/3)

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