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RCC Structures Design

RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.4
0.7
0.5
0.6

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

50
56
40
30

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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
bn (fc/2) (d - n/3)
Atft (d - n/3)

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Shear force/(Lever arm × Width)
Lever arm/(Shear force × Width)
Width/(Lever arm × Shear force)
(Shear force × Width)/Lever arm

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

250 kg/cm²
100 kg/cm²
49.9 kg/cm²
175 kg/cm²

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

50 cm
200 cm
150 cm
100 cm

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