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RCC Structures Design

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/100Q)
M/100Q
M/10√Q
√(M/Q)

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.7 m
4.0 m
4.1 m
4.5 m

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RCC Structures Design
An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

176 cm
233 cm
300 cm
236 cm

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

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

6 mm
12 mm
22 mm
20 mm

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RCC Structures Design
The toe projection of foundation slabs is taken

Equal to heel slab
As one third of the base
As one sixth of overall height of the wall
Below ground surface

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