# Design Of Steel Structures Set 13

This set of Design of Steel Structures Multiple Choice Questions & Answers (MCQs) focuses on Design Of Steel Structures Set 13

Q1 | The effective length of a compression member of length L held in position atboth ends but not restrained in direction, is
Q2 | The live load for a sloping roof with slope 15°, where access is not provided toroof, is taken as
Q3 | Pick up the correct statement from the following:
Q4 | If N is the number of rivets in the joint, the strength of a riveted joint againstshearing of rivets, is given by
Q5 | The sway bracing is designed to transfer
Q6 | Column footing is provided
Q7 | Rolled steel beams are designated by Indian Standard series and its
Q8 | 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).
Q9 | For a compression member with double angle section, which of the followingsection will give larger value of minimum radius of gyration?
Q10 | Pick up the correct statement from the following:
Q11 | Pitch of tacking rivets, when double angles connected back to back and acting astension members should not be more than
Q12 | For a steel grillage footing to support two unequal column loads
Q13 | In a tension member if one or more than one rivet holes are off the line, the failure of the member depends upon:
Q14 | The effective length of a compression member of length L, held in position and restrained in direction at both ends, is
Q15 | By providing sufficient edge distance, which of the following failures of rivetedjoint can be avoided?
Q16 | The maximum tensile and compressive bending stress in extreme fibres ofrolled I-sections and channels on the effective section, is
Q17 | When the ratio of the moment M to axial load P is greater than L/6, the resultant of the compressive bearing pressure which acts at a distance Y from one side, is given by
Q18 | The safe working pressure for a spherical vessel 1.5 m diameter and having 1.5 cm thick wall not to exceed tensile stress 50kg/cm2, is
Q19 | Battening is preferable when the(i) Column carries axial load only(ii) Space between the two main components is not very large(iii) Column is eccentrically loadedThe correct answer is
Q20 | For a steel member of slenderness ratio 350, the allowable stress is 76 kg/cm2 if it is
Q21 | Bearing stiffener in a plate girder is used to
Q22 | The central deflection of a simply supported steel beam of length L with aconcentrated load W at the centre, is
Q23 | If d is the distance between the flange angles,
Q24 | In case horizontal stiffeners are not used, the distance between vertical legs offlange angles at the top and bottom of a plate girder, is known as
Q25 | Pick up the correct statement from the following: