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 At the centre of the base Neither (A), (B) nor (C) Within the middle fifth of the base Within the middle third of the base At the centre of the base Neither (A), (B) nor (C) Within the middle fifth of the base Within the middle third of the base ANSWER DOWNLOAD EXAMIANS APP
Building Construction In the method of tube boring of soil investigation, the following is essential: A tube of about 2 meters length and 20 cm diameter with a cutting edge The tube is raised and lowered by 4 thick rope moving over a pulley suspended on a tripod stand A flap valve at the bottom of tube is provided to extract the soil sample All listed here A tube of about 2 meters length and 20 cm diameter with a cutting edge The tube is raised and lowered by 4 thick rope moving over a pulley suspended on a tripod stand A flap valve at the bottom of tube is provided to extract the soil sample All listed here ANSWER DOWNLOAD EXAMIANS APP
Building Construction The nominal thickness of an expansion joint in brick walls, is kept more than 10 mm 5 mm 20 mm 15 mm 10 mm 5 mm 20 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
Building Construction The foundations are placed below ground level, to increase Workability Stability of structure All listed here Strength Workability Stability of structure All listed here Strength ANSWER DOWNLOAD EXAMIANS APP
Building Construction Weep holes are provided in retaining and breast walls To add architectural beauty To drain off the water from the filling To increase compaction of the earth retained To ventilate the stone masonry To add architectural beauty To drain off the water from the filling To increase compaction of the earth retained To ventilate the stone masonry ANSWER DOWNLOAD EXAMIANS APP
Building Construction The lower half portion between crown and skew back of the arch, is called Spandril Soffit Haunch Springing Spandril Soffit Haunch Springing ANSWER DOWNLOAD EXAMIANS APP
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