Design Of Steel Structures Set 3

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This set of Design of Steel Structures Multiple Choice Questions & Answers (MCQs) focuses on Design Of Steel Structures Set 3

Q1 | The mechanism method of plastic analysis satisfies
Q2 | Rolled steel beams are designated by Indian Standard series and its
Q3 | 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).
Q4 | For a compression member with double angle section, which of the following section will givelarger value of minimum radius of gyration?
Q5 | The gross section of the web of a beam is defined as
Q6 | Pitch of tacking rivets, when double angles connected back to back and acting as tension membersshould not be more than
Q7 | In a tension member if one or more than one rivet holes are off the line, the failure of the memberdepends upon:
Q8 | The heaviest I-section for same depth is
Q9 | The effective length of a compression member of length L, held in position and restrained indirection at both ends, is
Q10 | Efficiency of a riveted joint is defined as the ratio of
Q11 | By providing sufficient edge distance, which of the following failures of riveted joint can beavoided?
Q12 | The maximum tensile and compressive bending stress in extreme fibres of rolled I-sections andchannels on the effective section, is
Q13 | When the ratio of the moment M to axial load P is greater than L/6, the resultant of thecompressive bearing pressure which acts at a distance Y from one side, is given by
Q14 | A circular column section is generally not used in actual practice because
Q15 | Rise of a Jack arch is kept about
Q16 | For a steel member of slenderness ratio 350, the allowable stress is 76 kg/cm2 if it is
Q17 | The main type of butt joints, is a double cover
Q18 | Bearing stiffener in a plate girder is used to
Q19 | The central deflection of a simply supported steel beam of length L with a concentrated load W atthe centre, is
Q20 | If d is the distance between the flange angles,
Q21 | Area of openings for buildings of large permeability is more than
Q22 | In case horizontal stiffeners are not used, the distance between vertical legs of flange angles at thetop and bottom of a plate girder, is known as
Q23 | Pick up the correct statement from the following:
Q24 | Working shear stress on the gross area of a rivet as recommended by Indian Standards, is
Q25 | The least dimensio D