Building Construction The concrete slump recommended for foundations, is 50 to 100 mm 25 to 50 mm 75 to 125 mm 30 to 125 mm 50 to 100 mm 25 to 50 mm 75 to 125 mm 30 to 125 mm ANSWER DOWNLOAD EXAMIANS APP
Building Construction To ensure that supporting area of an offset footing of a boundary wall is fully compressive, the C.G. of load must act Neither (A), (B) nor (C) Within the middle fifth of the base At the centre of the base Within the middle third of the base Neither (A), (B) nor (C) Within the middle fifth of the base At the centre of the base Within the middle third of the base ANSWER DOWNLOAD EXAMIANS APP
Building Construction A wooden block fixed on back side of a door frame on its post, is known as None of these Cleat Stop Horn None of these Cleat Stop Horn 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 Distance of C.G. of the loads from the smaller column = 3.00 m Area of footing slab = 11.00 m2 The length of the foundation slab = 7.00 m All listed here Distance of C.G. of the loads from the smaller column = 3.00 m Area of footing slab = 11.00 m2 The length of the foundation slab = 7.00 m ANSWER DOWNLOAD EXAMIANS APP
Building Construction The vertical distance between the springing line and highest point of the inner curve of an arch is known as Rise Spandril Intrados Extrados Rise Spandril Intrados Extrados ANSWER DOWNLOAD EXAMIANS APP
Building Construction The stone masonry of finely dressed stones laid in cement or lime, is Dry rubble masonry Coursed rubble masonry Random rubble masonry Ashlar masonry Dry rubble masonry Coursed rubble masonry Random rubble masonry Ashlar masonry ANSWER DOWNLOAD EXAMIANS APP
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