Building Construction The concrete slump recommended for foundations, is 50 to 100 mm 25 to 50 mm 30 to 125 mm 75 to 125 mm 50 to 100 mm 25 to 50 mm 30 to 125 mm 75 to 125 mm ANSWER DOWNLOAD EXAMIANS APP
Building Construction The maximum total settlement for isolated foundations on clayey soils should be limited to 100 mm 40 mm 25 mm 65 mm 100 mm 40 mm 25 mm 65 mm ANSWER DOWNLOAD EXAMIANS APP
Building Construction If (φ) is the angle of repose of soil of weight w kg/m3, the horizontal pressure p at a depth of h meters per metre length of wall, is wh × [(1 - sin φ)/(1 + sin φ)] wh × √[(1 + sin φ)/(1 - sin φ)] (wh/2) × [(1 - sin φ)/(1 + sin φ)] wh × √[(1 - sin φ)/(1 + sin φ)] wh × [(1 - sin φ)/(1 + sin φ)] wh × √[(1 + sin φ)/(1 - sin φ)] (wh/2) × [(1 - sin φ)/(1 + sin φ)] wh × √[(1 - sin φ)/(1 + sin φ)] ANSWER DOWNLOAD EXAMIANS APP
Building Construction Pile foundation is generally provided if soil is Compressible All listed here Water logged Made up Compressible All listed here Water logged Made up ANSWER DOWNLOAD EXAMIANS APP
Building Construction The type of ashlar masonry in which stones are finely chisel dressed and thickness of joints does not exceed 3 mm, is Coursed ashlar masonry Chamfered ashlar masonry Ashlar facing masonry Random coursed ashlar masonry Coursed ashlar masonry Chamfered ashlar masonry Ashlar facing masonry Random coursed ashlar masonry ANSWER DOWNLOAD EXAMIANS APP
Building Construction In case of multi-storeyed buildings, the forms to be removed first are Column forms Bottom of beams and girders All the above at the same time Sides of beams and girders Column forms Bottom of beams and girders All the above at the same time Sides of beams and girders ANSWER DOWNLOAD EXAMIANS APP
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