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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

0.5
0.7
0.4
0.6

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One fourth of the width of the steam at the bottom
Width of the stem at the bottom
One half of the width of the stem at the bottom
One-third of the width of the stem at the bottom

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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

25 cm
30 cm
35 cm
20 cm

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Minimum shear force
Minimum bending moment
Maximum bending moment
Maximum shear force

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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
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

40
35
30
45

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