RCC Structures Design In a pre-stressed member it is advisable to use High strength concrete and high tensile steel Low strength concrete only Low strength concrete but high tensile steel High strength concrete only High strength concrete and high tensile steel Low strength concrete only Low strength concrete but high tensile steel High strength concrete only 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 20 mm 25 mm 10 mm 15 mm 20 mm 25 mm 10 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is All listed here 30° 45° 40° All listed here 30° 45° 40° ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is 190 kg/cm² 260 kg/cm² 230 kg/cm² 1400 kg/cm² 190 kg/cm² 260 kg/cm² 230 kg/cm² 1400 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The amount of reinforcement for main bars in a slab, is based upon Maximum bending moment Maximum shear force Minimum shear force Minimum bending moment Maximum bending moment Maximum shear force Minimum shear force Minimum bending moment ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a L-beam, should be less than Breadth of the rib + four times thickness of the slab Least of the above Breadth of the rib + half clear distance between ribs One-sixth of the effective span Breadth of the rib + four times thickness of the slab Least of the above Breadth of the rib + half clear distance between ribs One-sixth of the effective span ANSWER DOWNLOAD EXAMIANS APP
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