Building Construction Negative skin friction Is a downward drag acting on a pile due to downward movement of the surrounding compressible soil relative to the pile Develops due to lowering of ground water Both (A) and (B) Neither (A) not (B) Is a downward drag acting on a pile due to downward movement of the surrounding compressible soil relative to the pile Develops due to lowering of ground water Both (A) and (B) Neither (A) not (B) 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: Distance of C.G. of the loads from the smaller column = 3.00 m Area of footing slab = 11.00 m2 All listed here The length of the foundation slab = 7.00 m Distance of C.G. of the loads from the smaller column = 3.00 m Area of footing slab = 11.00 m2 All listed here The length of the foundation slab = 7.00 m ANSWER DOWNLOAD EXAMIANS APP
Building Construction The form work from the sides of beams can be removed only after 1 day 14 days 4 days 7 days 1 day 14 days 4 days 7 days ANSWER DOWNLOAD EXAMIANS APP
Building Construction The type of flooring suitable for use in churches, theatres, public libraries and other places where noiseless floor covering is desired is Cork flooring Linoleum flooring Glass flooring Wooden flooring Cork flooring Linoleum flooring Glass flooring Wooden flooring ANSWER DOWNLOAD EXAMIANS APP
Building Construction In case of foundations on black cotton soils, the most suitable method to increase the bearing capacity of soils is to Drain the soil Compact the soil Replace the poor soil Increase the depth of foundation Drain the soil Compact the soil Replace the poor soil Increase the depth of foundation ANSWER DOWNLOAD EXAMIANS APP
Building Construction In case of foundations on sandy soil, maximum permissible differential settlement, is usually limited to 25 mm 15 mm 45 mm 35 mm 25 mm 15 mm 45 mm 35 mm ANSWER DOWNLOAD EXAMIANS APP
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