Building Construction The concrete slump recommended for foundations, is 30 to 125 mm 25 to 50 mm 75 to 125 mm 50 to 100 mm 30 to 125 mm 25 to 50 mm 75 to 125 mm 50 to 100 mm ANSWER DOWNLOAD EXAMIANS APP
Building Construction In places where the soil is soft and has small resistance to the flow of concrete, which one of the following types of piles, is used Pressure pile Franki pile Vibro pile Pedestal pile Pressure pile Franki pile Vibro pile Pedestal pile ANSWER DOWNLOAD EXAMIANS APP
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: All listed here The length of the foundation slab = 7.00 m Area of footing slab = 11.00 m2 Distance of C.G. of the loads from the smaller column = 3.00 m All listed here The length of the foundation slab = 7.00 m Area of footing slab = 11.00 m2 Distance of C.G. of the loads from the smaller column = 3.00 m ANSWER DOWNLOAD EXAMIANS APP
Building Construction The skirting/dado in a bath roof should be upto Ceiling 15 cm above floor level Level of the tap 200 cm Ceiling 15 cm above floor level Level of the tap 200 cm ANSWER DOWNLOAD EXAMIANS APP
Building Construction The lintels are preferred to arches because Arches require more headroom to span the openings like doors, windows etc. Arches are difficult in construction All of these Arches require strong abutments to withstand arch thrust Arches require more headroom to span the openings like doors, windows etc. Arches are difficult in construction All of these Arches require strong abutments to withstand arch thrust ANSWER DOWNLOAD EXAMIANS APP
Building Construction In grillage foundations a minimum 15 cm cover is provided on Ends of external beams None to these Lower beam of lower tier Upper flange of top tier Ends of external beams None to these Lower beam of lower tier Upper flange of top tier ANSWER DOWNLOAD EXAMIANS APP
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