RCC Structures Design The live load to be considered for an inaccessible roof, is 75 kg/m² 150 kg/cm² 200 kg/m² Nil 75 kg/m² 150 kg/cm² 200 kg/m² Nil ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than 42 diameters from the outer edge of the column 24 diameters from the centre of the column 42 diameters from the inner edge of the column 42 diameters from the centre of the column 42 diameters from the outer edge of the column 24 diameters from the centre of the column 42 diameters from the inner edge of the column 42 diameters from the centre of the column ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is D = W (a² - b²)/8a²bq D = W (a² - b²)/4a²bq D = W (a² - b²)/4abq D = W (a - b)/4a²bq D = W (a² - b²)/8a²bq D = W (a² - b²)/4a²bq D = W (a² - b²)/4abq D = W (a - b)/4a²bq ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be 8hp/l² 8hl/p 8hp/l 8hl/p² 8hp/l² 8hl/p 8hp/l 8hl/p² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed 15 mm 25 mm 10 mm 20 mm 15 mm 25 mm 10 mm 20 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is 50 45 40 55 50 45 40 55 ANSWER DOWNLOAD EXAMIANS APP
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