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RCC Structures Design

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
wl28
wl210

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RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/10 (L + 2D/3)²
WL/12 (L - D/3)²
WL/12 (L - 2D/3)²
WL/10 (L - 2D/3)²

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

35 cm
20 cm
30 cm
25 cm

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

More loaded column
Less loaded column
A point of zero shear force
A point of the maximum shear force

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RCC Structures Design
A flat slab is supported

On columns
On columns monolithically built with slab
On beams and columns
On beams

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

8 mm
10 mm
12 mm
6 mm

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