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GATE (CE) 2022: Steel Structures #36

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Question 1

For connecting lacing flat to column section with M20 bolts, the minimum width of flat (in mm) should be

Question 2

A compound column has beam fabricated with 4 angles of ISA 50*50*6 mm placed at corners of a square 400 mm X 400 mm. The radius of gyration of the angle is 12 mm for fabricated column. The overall slenderness ratio is 50. The maximum spacing of lacing bar (in mm) attachments of fabricated column is

Question 3

Large value of radius of gyration is not required when

Question 4

A tension member of a truss is made up of ISA 75 x 75x 6. The area of ISA 75 x 75 x 6 is 866 mm2 and length of member is more than the length of section available. If single V butt welding is used then the tensile capacity of joint (in kN) is
[Permissible axial tension,

Question 5

The yield and ultimate tensile strength of weld and plates are 250 N/mm2 and 410 N/mm2. Take load factor as 1.50 and resistance factor against weld strength ϒmw =1.25. The service load that can be applied to the fillet weld for the figure shown is

Question 6

What is the maximum slenderness ratio possible for a tension member which can be subjected to reversal of stress due to the action of the wind and earthquake forces?
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Jun 11ESE & GATE CE