In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

25 mm

10 mm

15 mm

20 mm

25 mm

10 mm

15 mm

20 mm

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RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Rise

Flight

Winder

Tread

Rise

Flight

Winder

Tread

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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

0.696 %

0.596 %

0.796 %

0.496 %

0.696 %

0.596 %

0.796 %

0.496 %

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

Centre to centre distance between T-beams

Overall thickness of the rib

Breadth of the rib

All of the listed here

Centre to centre distance between T-beams

Overall thickness of the rib

Breadth of the rib

All of the listed here

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RCC Structures Design
In a singly reinforced beam

Elastic moduli for concrete and steel have different values within the limits of deformation of the beam

Steel possesses initial stresses when embedded in concrete

Plane sections transverse to the centre line of the beam before bending remain plane after bending

Compression is borne entirely by concrete

Elastic moduli for concrete and steel have different values within the limits of deformation of the beam

Steel possesses initial stresses when embedded in concrete

Plane sections transverse to the centre line of the beam before bending remain plane after bending

Compression is borne entirely by concrete

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

Drop panel

None of these

Capital

Column head

Drop panel

None of these

Capital

Column head

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RCC Structures Design

RCC Structures Design The horizontal portion of a step in a stairs case, is known as

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

RCC Structures Design The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

RCC Structures Design In a singly reinforced beam

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

RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

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

RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

RCC Structures Design
In a singly reinforced beam

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