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

20 mm

25 mm

10 mm

15 mm

20 mm

25 mm

10 mm

15 mm

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the ends

Kept constant throughout the length

Decreased towards the centre of the beam

Increased at the centre of the beam

Increased at the ends

Kept constant throughout the length

Decreased towards the centre of the beam

Increased at the centre of the beam

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Quarter span

Every section

Mid span

Supports

Quarter span

Every section

Mid span

Supports

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

It is effectively bonded together with the beam

It is built integrally with the beam

All of the listed here

Flange has adequate reinforcement transverse to beam

It is effectively bonded together with the beam

It is built integrally with the beam

All of the listed here

Flange has adequate reinforcement transverse to beam

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

12 mm

14 mm

16 mm

10 mm

12 mm

14 mm

16 mm

10 mm

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RCC Structures Design

RCC Structures Design Spacing of stirrups in a rectangular beam, is

RCC Structures Design Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

RCC Structures Design In a singly reinforced beam

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

RCC Structures Design If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

RCC Structures Design
Spacing of stirrups in a rectangular beam, is

RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

RCC Structures Design
In a singly reinforced beam

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

RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is