GATE CE branch:ce PYQs & Answers — Page 111 — Exam Papers

Questions 1101–1110 of 1300. Imported answers require independent review unless marked reviewed.

Topic practice 1300 questionsPage 111 of 130

A core cutter of 130 mm height has inner and outer diameters of 100 mm and 106 mm, respectively. The area ratio of the core cutter (in %, up to two decimal places) is ______

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As per IS 456 : 2000, the minimum percentage of tension reinforcement (up to two decimal places) required in reinforced-concrete beams of rectangular cross-section (considering effective depth in the calculation of area) using Fe500 grade steel is _____

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A 1:50 model of a spillway is to be tested in the laboratory. The discharge in the prototype spillway is 100 m

/s. The corresponding discharge (in m

/s, up to two decimal places) to be maintained in the model, neglecting variation in acceleration due to gravity, is ______

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A reinforced-concrete slab with effective depth of 80 mm is simply supported at two opposite ends on 230 mm thick masonry walls. The centre-to-centre distance between the walls is 3.3 m. As per IS 456 : 2000, the effective span of the slab (in m, up to two decimal places) is _____

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A 10 m wide rectangular channel carries a discharge of 20 m

/s under critical condition. Using g = 9.81 m/s

, the specific energy (in m, up to two decimal places) is ______

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A fillet weld is simultaneously subjected to factored normal and shear stresses of 120 MPa and 50 MPa, respectively. As per IS 800 : 2007, the equivalent stress (in MPa, up to two decimal places) is _____

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For routing of flood in a given channel using the Muskingum method, two of the routing coefficients are estimated as C

= −0.25 and C

= 0.55. The value of the third coefficient C

would be ______

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The intensity of irrigation for the Kharif season is 50% for an irrigation project with culturable command area of 50,000 hectares. The duty for the Kharif season is 1000 hectare/cumec. Assuming transmission loss of 10%, the required discharge (in cusec, up to two decimal places) at the head of the canal is _____

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A city generates 40×10

kg of municipal solid waste (MSW) per year, out of which only 10% is recovered/recycled and the rest goes to landfill. The landfill has a single lift of 3 m height and is compacted to a density of 550 kg/m

. If 80% of the landfill is assumed to be MSW, the landfill area (in m

, up to one decimal place) required would be ______

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A culvert is designed for flood frequency of 100 years and a useful life of 20 years. The risk involved in the design of the culvert (in percentage, up to two decimal places) is _____

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