RCC Structures Design Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds 100 cm 75 cm 50 cm 120 cm 100 cm 75 cm 50 cm 120 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Piles are usually driven by All listed here Drop hammer Diesel operated hammer Single acting steam hammer All listed here Drop hammer Diesel operated hammer Single acting steam hammer ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Steel beam theory is used for Design of simple steel beams Beams if shear exceeds 4 times allowable shear stress Doubly reinforced beams ignoring compressive stress in concrete Steel beams encased in concrete Design of simple steel beams Beams if shear exceeds 4 times allowable shear stress Doubly reinforced beams ignoring compressive stress in concrete Steel beams encased in concrete ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Steel bars are generally connected together to get greater length than the standard length by providing Hooked splice Dowel splice Straight bar splice All listed here Hooked splice Dowel splice Straight bar splice All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is 0.8 0.6 0.7 0.9 0.8 0.6 0.7 0.9 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 10 mm 25 mm 20 mm 15 mm 10 mm 25 mm 20 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS