43301. Effective sectional area of a compression member is :
43302. A fillet weld whose axis is parallel to the direction of the applied load, is known as
43303. Assuming the values of maximum deviation ΔP and ΔE to be 25% of the computed value of P and E respectively, the minimum value of the factor of safety is
43304. In case horizontal stiffeners are not used, the distance between vertical legs of flange angles at the top and bottom of a plate girder, is known as
43305. Rolled steel angle sections are classified as
43306. Factor of safety is the ratio of
43307. Cold driven rivets range from
43308. The main type of butt joints, is a double cover
43309. Outstanding length of a compression member consisting of a channel, is measured as
43310. The equivalent axial load may be defined as the load which produces a stress equal to
43311. If d is the distance between the flange angles of a plate girder, vertical stiffeners are provided at a distance not greater than
43312. The beam outside a wall upto floor level above it, is known as
43313. A structural member subjected to tensile force in a direction parallel to its logitudinal axis, is generally known as
43314. For the economical design of a combined footing to support two equal column loads, the projections of beams in lower tier are kept such that bending moment under column is equal to
43315. In rolled steel beams, shear force is mostly resisted by
43316. When plates are exposed to weather, tacking rivets are provided at a pitch in line not exceeding (where t is the thickness of the outside plate).
43317. The greatest gauge of long rivets should not exceed (where d is the diameter of the holes).
43318. Maximum permissible slenderness ratio of a member normally acting as a tie in a roof truss, is
43319. If d is the distance between the flange angles,
43320. When the depth of a plate girder is at least n times the depth of vertical leg of the flange angles, the girder is known as deep plate girder, if n is
43321. Stiffeners are used in a plate girder
43322. The channels get twisted symmetrically with regard to its axis
43323. The stiff portion of a bearing stiffener is taken equal to
43324. Effective length of a column effectively held in position at both ends and restrained in direction at one end, is
43325. The strength of ISA 125 = 75 x 10 mm used as a tie member with its longer leg connected at the ends by 27 mm diameter rivets, is
43326. The gross section of the web of a beam is defined as
43327. For simply supported beams, the maximum permitted deflection, is
43328. In a truss girder of a bridge, a diagonal consists of mild steel flat 4001.S.F. and carries a pull of 80 tonnes. If the grossdiameter of the rivet is 26 mm, the number of rivets required in the splice, is
43329. Design of a riveted joint, is based on the assumption:
43330. The first Swadeshi printing press started by Chavara Kuriakose Elias:
43331. When a column is subjected to eccentric load having eccentricity ex, with respect to x-axis and eccentricity ey with respect to y-axis the column is subjected to moment in two directions and the equivalent axial load, is
43332. The value of f.o.s 'm' in the formula for safe compressive stress for a column is taken as
43333. Maximum permissible slenderness ratio of compression members which carry dead and superimposed load, is
43334. If the area of cross-section of a single angle discontinuous strut is 30 cm2 and allowable working stress corresponding to its slenderness ratio is 625 kg/cm2, the safe load carrying capacity of the member, is
43335. According to I.S. : 800 - 1871, lacing bars resist transverse shear equal to
43336. The greatest permissible clear dimension of the web of thickness t in the panel of a plate girder, is restricted to
43337. As per ISI, rolled steel beam sections are classified into
43338. Water pressure in a 80 cm water main is 10 kg/cm2. The minimum thickness of the metal required for the water main, not to be stressed more than 200 kg/cm2, is
43339. In a tension member if one or more than one rivet holes are off the line, the failure of the member depends upon :
43340. The size of a butt weld is specified by the effective throat thickness which in the case of incomplete penetration, is taken as
43341. The thickness of the web of a mild steel plate girder is less than d/200. If only one horizontal stiffener is used, it is placed at
43342. The load on a lintel is assumed as uniformly distributed if the height of the masonry above it, is upto a height of
43343. Working shear stress on the gross area of a rivet as recommended by Indian Standards, is
43344. The first book completely printed in Malayalam:
43345. The ratio of hydrostatic stress to the volumetric strain within the elastic range, is called
43346. The deflection of beams may be decreased by
43347. For a cantilever beam of length L built-in at the support and restrained against torsion at the free end, the effective projecting length l is
43348. In a built up section carrying a tensile force, the flanges of two channels are turned outward
43349. If P is the wind pressure in kg/cm2, v is the velocity in km/hour and K is a constant of proportionality, then
43350. Length of an outstanding leg of a vertical stiffener, may be taken equal to
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