43351. Efficiency of a riveted joint is defined as the ratio of
43352. The stress in the wall of a thin cylinder subjected to internal pressure, is
43353. The diameter of a bolt hole is taken as the nominal diameter of the bolt plus
43354. Which Indian river is known as Tsangpo in China?
43355. In a grillage footing, the maximum shear force occurs at the
43356. Modified moment of inertia of sections with a single web, is equal to moment of inertia of the section about Y-Y axis at the point of maximum bending moment and is multiplied by the ratio of
43357. According to IS: 800-1962, the coefficient of expansion of steel per degree centigrade per unit length, is taken as
43358. For a cantilever beam of length L continuous at the support and unrestrained against torsion at the support and free at the end, the effective length l is equal to
43359. On steel structures the dead load is the weight of
43360. The net area of round bars to resist the tension, is the area of cross section at
43361. The least permissible clear dimension of the web of thickness t in the panel of a plate girder, is restricted to
43362. Long column is one
43363. Rolled steel beams are :
43364. Tacking rivets in tension members, are provided at a pitch in line not exceeding
43365. The effective length of a compression member of length L held in position at both ends but not restrained in direction, is
43366. A beam may be designed as a cased beam if
43367. For a single section used as a tension member, the given area is assumed
43368. The minimum width B of a solid casing for a cased beam, is equal to
43369. Design of a riveted joint is based on the assumption:
43370. A web plate is called unstiffened if the ratio of clear depth to thickness is less than
43371. Who was the exponent of ‘Aiyyavazhi’system of belief?
43372. If the thickness of a structural member is small as compared to its length and width, it is classified as
43373. In factory buildings, the horizontal beams spanning between the wall columns supporting a wall covering, are called
43374. The tallest Peak in Himalaya Mountains:
43375. Rise of a Jack arch is kept about
43376. If N is the number of rivets in the joint, the strength of a riveted joint against shearing of rivets, is given by
43377. For steel members exposed to weather and not accessible for repainting, the thickness of steel should not be less than
43378. Compression members composed of two channels back-to-back and separated by a small distance are connected together by riveting so that the minimum slenderness ratio of each member between the connections, does not exceed
43379. The effective length of a compression member of length L held in position and restrained in direction at one end and effectively restrained in direction but not held in position at the other end, is
43380. The ratio of shearing stress to shearing strain within elastic limit, is known as
43381. For determination of allowable stress in axial compression, Indian Standard Institution has adopted
43382. The method of design of steel framework for greatest rigidity and economy in weight, is known as
43383. If the pitch is 6 cm and rivet value is 4 tonnes, the number of rivets required for a riveted connection carrying an eccentric load of 15 tonnes at a distance of 30 cm from the centre line, is
43384. Which Planet is famous for its big Red Spot on it?
43385. Which University is Renamed as Kerala University?
43386. Who wrote ‘Prachina Malayalam’?
43387. The ‘Dronacharya Award’was given to:
43388. Who was the first person to walk on the moon?
43389. A three-hinged arch is said to be :
43390. The shape of the bending moment diagram over the length of a beam, having no external load, is always
43391. Pick up the incorrect statement
43392. A uniform girder simply supported at its ends is subjected to a uniformly distributed load over its entire length and is propped at the centre so as to neutralise the deflection. The net B.M. at the centre will be
43393. 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
43394. If two forces acting at a joint are not along the straight line, then for the equilibrium of the joint
43395. If the shear force along a section of a beam is zero, the bending moment at the section is
43396. In the cantilever truss as shown in below figure, the horizontal component of the reaction at A, is
43397. The ratio of the maximum deflections of a beam simply supported at its ends with an isolated central load and that of with a uniformly distributed load over its entire length, is
43398. The shape of the bending moment diagram over the length of a beam, carrying a uniformly distributed load is always
43399. The minimum number of rivets for the connection of a gusset plate, is
43400. The slenderness ratio of a vertical column of a square cross-section of 2.5 cm sides and 300 cm length, is
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