RCC Structures Design A foundation rests on Sub-grade Foundation soil Both B and C Base of the foundation Sub-grade Foundation soil Both B and C Base of the foundation ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is 12 cm 8 cm 10 cm 6 cm 12 cm 8 cm 10 cm 6 cm 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 25 mm 15 mm 20 mm 10 mm 25 mm 15 mm 20 mm 10 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment WL/4 WL/6 WL/8 WL/2 WL/4 WL/6 WL/8 WL/2 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design To ensure uniform pressure distribution, the thickness of the foundation, is Decreased gradually towards the edge Kept uniform throughout Kept zero at the edge Increased gradually towards the edge Decreased gradually towards the edge Kept uniform throughout Kept zero at the edge Increased gradually towards the edge ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum diameter of a bar used in a ribbed slab, is 12 mm 6 mm 22 mm 20 mm 12 mm 6 mm 22 mm 20 mm ANSWER DOWNLOAD EXAMIANS APP
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