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RCC Structures Design

RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/4P
WL/3P
WL/P
WL/2P

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

45
55
40
50

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Diagonal compression
Diagonal tension
Horizontal shear
Vertical shear

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Temperature stress
Load
All listed here
Shrinkage stress

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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

Atft (d - n/3)
bn (fc/2) (d - n/3)
½ n₁ (1 - n₁/3) cbd²
All listed here

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

39 cm
38 cm
40 cm
37 cm

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