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RCC Structures Design

RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Drop panel
Capital
Column head
None of these

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RCC Structures Design
A ribbed slab is provided for

Acoustic insulation
A plain ceiling
Thermal insulation
All of these

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RCC Structures Design
If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

0.496 %
0.696 %
0.596 %
0.796 %

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

All of the listed here
Flange has adequate reinforcement transverse to beam
It is built integrally with the beam
It is effectively bonded together with the beam

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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

300 cm
176 cm
236 cm
233 cm

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RCC Structures Design
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

Is increased by PZ/e
Is decreased by Pe/Z
Is increased by Pe/Z
Remains unchanged

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