Two columns 50 cm × 50 cm and 60 cm × 60 cm carry 80 tonnes and 120 tonnes of loads respectively. The centre to centre distance between columns is 5.00 metres. The permissible bearing capacity of the soil is 20 t/m2. If the footing is not to project more than 25 cm beyond the outside of the smaller column, pick up the correct design parameters of the footing from the following:

Building Construction
Two columns 50 cm × 50 cm and 60 cm × 60 cm carry 80 tonnes and 120 tonnes of loads respectively. The centre to centre distance between columns is 5.00 metres. The permissible bearing capacity of the soil is 20 t/m2. If the footing is not to project more than 25 cm beyond the outside of the smaller column, pick up the correct design parameters of the footing from the following:

Area of footing slab = 11.00 m2

Distance of C.G. of the loads from the smaller column = 3.00 m

The length of the foundation slab = 7.00 m

All listed here

Area of footing slab = 11.00 m2

Distance of C.G. of the loads from the smaller column = 3.00 m

The length of the foundation slab = 7.00 m

All listed here

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Building Construction
In case of multi-storeyed buildings, the forms to be removed first are

Sides of beams and girders

Column forms

All the above at the same time

Bottom of beams and girders

Sides of beams and girders

Column forms

All the above at the same time

Bottom of beams and girders

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Building Construction
The bearing capacity of a water logged soil can be improved by

Increasing the depth of foundation

Grouting

Draining the soil

Compacting the soil

Increasing the depth of foundation

Grouting

Draining the soil

Compacting the soil

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Building Construction
A solid core of rock is formed inside the cylinder in the case of

Diamond drilling

Wash boring

Percussion drilling

Auger boring

Diamond drilling

Wash boring

Percussion drilling

Auger boring

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Building Construction
In a colar beam roof

There is a horizontal tie at almost the middle of rafters only

There are two horizontal ties, one at the feet and other at the middle of the rafters

There is a horizontal tie at the feet of rafters only

There is no horizontal tie beam

There is a horizontal tie at almost the middle of rafters only

There are two horizontal ties, one at the feet and other at the middle of the rafters

There is a horizontal tie at the feet of rafters only

There is no horizontal tie beam

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Building Construction
The horizontal timber piece provided at the apex of a roof truss which supports the common rafter is called

Valley rafter

Hip rafter

Ridge board

Eaves board

Valley rafter

Hip rafter

Ridge board

Eaves board

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Building Construction

Building Construction In case of multi-storeyed buildings, the forms to be removed first are

Building Construction The bearing capacity of a water logged soil can be improved by

Building Construction A solid core of rock is formed inside the cylinder in the case of

Building Construction In a colar beam roof

Building Construction The horizontal timber piece provided at the apex of a roof truss which supports the common rafter is called

Building Construction
In case of multi-storeyed buildings, the forms to be removed first are

Building Construction
The bearing capacity of a water logged soil can be improved by

Building Construction
A solid core of rock is formed inside the cylinder in the case of

Building Construction
In a colar beam roof

Building Construction
The horizontal timber piece provided at the apex of a roof truss which supports the common rafter is called