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RCC Structures Design

RCC Structures Design
The Young's modulus of elasticity of steel, is

250 KN/mm²
150 KN/mm²
275 KN/mm²
200 KN/mm²

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

All listed here
Economic section
Critical section
Balanced section

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

σc(A - Asc) + m σcAsc
σcAc + m σcAsc
σc[A + (m - 1)Asc]
All listed here

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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

233 cm
300 cm
236 cm
176 cm

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

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

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

15 mm
25 mm
20 mm
10 mm

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