Building Construction The differential settlement in case of foundations on sandy soils should not exceed 65 mm 25 mm 100 mm 40 mm 65 mm 25 mm 100 mm 40 mm ANSWER DOWNLOAD EXAMIANS APP
Building Construction The lower half portion between crown and skew back of the arch, is called Haunch Spandril Soffit Springing Haunch Spandril Soffit Springing ANSWER DOWNLOAD EXAMIANS APP
Building Construction In the method of tube boring of soil investigation, the following is essential: All listed here 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 A tube of about 2 meters length and 20 cm diameter with a cutting edge All listed here 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 A tube of about 2 meters length and 20 cm diameter with a cutting edge ANSWER DOWNLOAD EXAMIANS APP
Building Construction During percussion drilling The soil to a considerable depth below the bottom of the hole gets disturbed Ground water observations are hindered due to entry of the slurry in the soil below the bottom of the hole Caving or mixing of strata are caused in soft soils or cohesion-less soils All listed here The soil to a considerable depth below the bottom of the hole gets disturbed Ground water observations are hindered due to entry of the slurry in the soil below the bottom of the hole Caving or mixing of strata are caused in soft soils or cohesion-less soils All listed here ANSWER DOWNLOAD EXAMIANS APP
Building Construction For heavy embankments and dams, of height h, the depth of exploration of soil should not be less than h 2 h 1/2h h/4 h 2 h 1/2h h/4 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 The length of the foundation slab = 7.00 m G. of the loads from the smaller column = 3.00 m Area of footing slab = 11.00 m2 All listed here Distance of The length of the foundation slab = 7.00 m G. of the loads from the smaller column = 3.00 m Area of footing slab = 11.00 m2 All listed here ANSWER DOWNLOAD EXAMIANS APP
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