# Design Of Steel Structures Set 10

This set of Design of Steel Structures Multiple Choice Questions & Answers (MCQs) focuses on Design Of Steel Structures Set 10

Q1 | A riveted joint many experience
Q2 | Diameter of a bolt hole is usually taken as
Q3 | The effective length of a double angle strut with angles placed back to back and connected to boththe sides of a gusset plate, by not less than two rivets, is
Q4 | The range of economical spacing of trusses varies from
Q5 | Effective sectional area of a compression member is:
Q6 | The maximum slenderness ratio of a steel column, the design of which is governed by wind orseismic forces is
Q7 | In plastic analysis, the shape factor for circular sections, is
Q8 | The external wind pressure acting on a roof depends on
Q9 | The failure of a web plate takes place by yielding if the ratio of the clear depth to thickness of theweb, is less than
Q10 | The actual thickness of butt weld as compared to the thickness of plate is usually
Q11 | The ratio of longitudinal stress to strain within elastic limit, is known as
Q12 | The slenderness ratio of lacing bars should not exceed
Q13 | In a fillet weld placed on the sides of the base, the metal experiences
Q14 | For steel members not exposed to weather, the thickness of steel should not be less than
Q15 | When a tension member consists of two channel sections, the allowance for rivet hole is made fortwo holes from
Q16 | If a pair of angles placed back to back in tension are connected by one leg of each angle, the neteffective area of the section, is
Q17 | P E to be 25% of the computed valueof P and E respectively, the minimum value of the factor of safety is
Q18 | A beam is defined as a structural member subjected to
Q19 | The allowable stress in axial tension for rolled I-sections and channels, is taken as
Q20 | Secant formula for direct stress in compression, is applicable only for slenderness ratio upto
Q21 | A compression member consisting of angle sections may be a
Q22 | The main advantage of a steel member, is:
Q23 | A riveted joint may experience
Q24 | IS : 800 - 1971 recommends that in a splice plate the number of rivets carrying calculated shearstress through a packing greater than 6 mm thick, is to be increased by 2.5% for every
Q25 | To the calculated area of cover plates of a built-up beam, an allowance for rivet holes to be added,is