# Design Of Steel Structures Set 2

This set of Design of Steel Structures Multiple Choice Questions & Answers (MCQs) focuses on Design Of Steel Structures Set 2

Q1 | The bracing provided in the plane of end posts is called
Q2 | In a built up beam actual bending compressive stress fbc is given by (when y1 is the distance of theedge of the beam from the neutral axis).
Q3 | If the thickness of a structural member is small as compared to its length and width, it is classifiedas
Q4 | The statical method of plastic analysis satisfies
Q5 | Lug angle is
Q6 | For the economical design of a combined footing to support two equal column loads, theprojections of beams in lower tier are kept such that bending moment under column is equal to
Q7 | Stiffeners are used in a plate girder
Q8 | As compared to field rivets, the shop rivets are
Q9 | A fillet weld whose axis is parallel to the direction of the applied load, is known as
Q10 | In a truss girder of a bridge, a diagonal consists of mild steel flat 4001.S.F. and carries a pull of 80tonnes. If the gross-diameter of the rivet is 26 mm, the number of rivets required in the splice, is
Q11 | When the bolts are subjected to reversal of stresses, the most suitable type of bolt is
Q12 | Factor of safety is the ratio of
Q13 | The best arrangement to provide unified behaviour in built up steel columns is by
Q14 | The ratio of shearing stress to shearing strain within elastic limit, is known as
Q15 | In a built up section carrying a tensile force, the flanges of two channels are turned outward
Q16 | A fillet weld may be termed as
Q17 | Gantry girders are designed to resist
Q18 | The distance between e.g. of compression and e.g. of tension flanges of a plate girder, is known as
Q19 | The effective length of a compression member of length L held in position at both ends but notrestrained in direction, is
Q20 | The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as
Q21 | Design of a riveted joint is based on the assumption:
Q22 | Steel tanks are mainly designed for
Q23 | The cross-section of a standard fillet is a triangle whose base angles are
Q24 | The sway bracing is designed to transfer
Q25 | Cold driven rivets range from