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RCC Structures Design

RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

5.8
8.5
0.87
7.5

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the centre of the beam
Increased at the ends
Kept constant throughout the length
Decreased towards the centre of the beam

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RCC Structures Design
The minimum thickness of a flat slab is taken

All listed here
L/32 for end panels without drops
L/36 for end panels without drops
L/36 for interior panels without drop

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RCC Structures Design
The live load to be considered for an accessible roof, is

200 kg/cm²
Nil
75 kg/m³
150 kg/m²

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

100 cm
50 cm
75 cm
120 cm

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