167251. A heat engine is defined as a device which converts :
167252. Hydrology deals with :
167253. Removal of a fairly uniform layer of soil from the field due to rainfall and runoff is known as
167254. In well system, the vertical distance to which the water column is lowered is referred to as :
167255. Fly wheel mainly works as :
167256. The purpose of canal lining is to :
167257. A plot of accumulated precipitation verse time in a chronological order is called :
167258. Name the social reformer associated withan agitation connected to the Tali temple inKozhikode in 1917 :
167259. Which was the social reform organisation of the Nairs founded in 1905?
167260. Who founded the organisation known as Kerala Muslim Aikya Sangham?
167261. Name the ruler of Travancore at the time of the. beginning of the Vaikom Satyagraha :
167262. Name the leader who was punished for a speech at Kozhenchery in 1935 :
167263. Who wasthe editor of Kerala patrika?
167264. Who wrote the poem ‘Chitrasala’ ?
167265. Who wrote the novel ‘Sundarikalum Sundaranmarum’?
167266. The well known writer Indira Goswami belonged to :
167267. Name the capital of Kenya :
167268. India sharesper cent of the total geographical area in the world.
167269. Name the historic personality who was known as Fuhrer :
167270. The terms socialist and secular were inserted to the Preamble of the Indian Constitutionper the 42nd Amendment in :
167271. The maximum twisting moment a shaft can resist, is the product of the permissible shear stress and:
167272. A beam of length L is pinned at both ends and is subjected to a concentrated bending couple of moment M at its centre. The maximum bending moment in the beam is :
167273. In plastic analysis, the shape factor for a triangular section, is :
167274. A single rolling load 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be :
167275. A rectangular beam 250 mm wide, 310 mm effective depth has 3 bars of 12 mm diameter HYSD grade Fe 415 steel bars. Concrete grade is M20. The ultimate moment of resistance of the beam is :
167276. A cantilever steel beam of 3m span carries a udl of 10 kN/m inclusive of self weight. The beam comprises of ISMB200@198N/m. Web thickness = 5.4 mm, 1xx = 1696.6 cm4 and I = 115 cm4. The maximum bending stress and average shear stresses in Mpa are respectively:
167277. In case of principal axes of a section :
167278. In case of a beam of rectangular cross section simply supported over a span L and loaded with a central load W, length of elasto-plastic zone of the plastic hinge is :
167279. The degree of static indeterminacy of a rigid-jointed space frame is :
167280. For stable structures, one of the important properties of flexibility and stiffness matrices is that the elements on the main diagonal(i)of a stiffness matrix must be positive(ii)of a stiffness matrix must be negative(iii)of a flexibility matrix must be positive(iv)of a flexibility matrix must be negative The correct answer is :
167281. In SPT, the test uses a thick-walled sample tube, with an outside diameter
167282. Unconfined compressive strength is given by 120 kN/m2, what will be the unconfined shear strength or cohesion?
167283. If a soil is fully saturated having void ratio 0.67 what will be the porosity?
167284. ‘D60 is 9.6 mm, D30 is 2 mm and D10is 0.16 mm, what is the value of Cc (coefficient of curvature)?
167285. Black cotton soils are :
167286. The minimum value of camber provided for thin bituminous surface hill roads, is :
167287. Maximum number of passenger-cars that can pass a given point on a road during one hour under the most ideal road way and traffic conditions, is known as :
167288. The safe stopping sight distance D, may be computed from the equation :
167289. Extra widening required at a horizontal curve on a single lane hill road of radius 80 m for a design speed of 50 km ph and for a vehicle with wheel base 6.0 m is :
167290. Ryve’s formula for flood estimate in cumecs, is :
167291. An inclined circular plate of diameter 2 m lies submerged in a liquid of specific gravity 0.9. The depth of the centroid of plate below the free surface is 1 meter. The hydrostatic pressure on one side of the plate in kN is :
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