43201. Name the event which was followed as a part of Anti-Rowlatt struggle in India?
43202. The maximum permissible slenderness ratio of a member carrying loads resulting from wind, is
43203. If d is the distance between the flange angles, the vertical stiffeners in plate girders are spaced not greater than
43204. If the unsupported length of a stanchion is 4 metres and least radius of gyration of its cross-section is 5, the slenderness ratio of the stanchion, is
43205. The area Ap of cover plates in one flange of a built up beam, is given by
43206. The average shear stress for rolled steel beam section, is
43207. For a rectangular section, the ratio of the maximum and average shear stresses, is
43208. The cross-section of a standard fillet is a triangle whose base angles are
43209. Secant formula for direct stress in compression, is applicable only for slenderness ratio upto
43210. A second horizontal stiffener is always placed at the neutral axis of the girder if the thickness of the web is less than
43211. The rolled steel I-sections are most commonly used as beams because these provide
43212. The thickness t of a single flat lacing should not be less than
43213. For the steel member exposed to weather and accessible for repainting, the thickness of steel should not be less than (excepting the webs of Indian Standard rolled steel joists and channels).
43214. The permissible stress in bending for rolled steel I-beams and channels, is
43215. Column footing is provided
43216. In which year Kundara proclamation declared?
43217. The ratio of longitudinal stress to strain within eiastic limit, is known as
43218. For a column of height L fixed in position and direction both at its top and bottom, its effective length, is
43219. In a tension member if b is width of plate, t is thickness of plate, p is staggered pitch, g is gauge distance, n is number of rivet holes in zig-zag line, n is number of gauge spaces, d is gross diameter of rivets, then the net sectional area Anet of the plate, is
43220. Net sectional area of a tension member, is equal to its gross section area
43221. The distance measured along one rivet line from the centre of a rivet to the centre of adjoining rivet on an adjacent parallel rivet line, is called
43222. Tongue plates are provided in a steel girder at
43223. The effective length L of a simply supported beam with ends restrained against torsion, and also the ends of compression flange partially restrained against lateral bending, is given by
43224. Rolled steel beams are designated by Indian Standard series and its
43225. The spans are considered approximately equal if the longest span does not exceed the shortest span by more than
43226. If the depth of the section of an upper column is smaller than the lower column
43227. A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed
43228. The effective length of a weld, is taken as the actual length
43229. The permissible bearing stress in steel, is
43230. The main assumption of the method of simple design of steel frame work, is :
43231. Strengths of a rivet in single shearing, in bearing and in tearing are 3425 kg, 4575 kg and 5025 kg respectively. If the load in the member is 35 tonnes, the number of rivets required, is
43232. In a fillet weld placed on the sides of the base, the metal experiences
43233. The Indian standard code which deals with steel structures, is
43234. When two plates are placed end to end and are joined by two cover plates, the joint is known as
43235. The moment of the couple set up in a section of a beam by the logitudinal compressive and tensile force, is known as
43236. Which country’s court poet was Atula in the ancient Kerala?
43237. A major beam in a building structure, is known as
43238. Rolled steel Tee-sections are used
43239. A compression member consisting of angle sections may be a
43240. The equivalent axial load is obtained from the fomula
43241. According to IS : 800-1962 the permissible bending stress in steel slab plates, is
43242. A simply supported beam carrying a central load, will be safe in deflection if the ratio of its span to depth, is
43243. For double angles carrying tension, placed back to back and connected to either side of the gusset plate, the sectional area of the section, is equal to cross sectional area of
43244. When a load is transferred through one surface to another surface in contact, the stress is known as
43245. The most commonly used sections in lateral system to carry shear force in built up columns, are
43246. For steel members not exposed to weather, the thickness of steel should not be less than
43247. The minimum pitch of rivet holes of diameter d should not be less than
43248. A long plate girder is subjected to a maximum bending moment M in which permitted allowable bending stress is fb. The economical depth de and the thickness of the web tw, is given by
43249. The beams supporting the steps of a stair are generally known as
43250. In a grillage column footing maximum bending moment M occurs at the centre of grillage beams. Its value is (where P, L and a are axial load, length of the beam and length of the column base respectively).
Terms And Service:We do not guarantee the accuracy of available data ..We Provide Information On Public Data.. Please consult an expert before using this data for commercial or personal use
Powered By:Omega Web Solutions