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GATE 2020 Steel Structures Quiz 2

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Question 1

The permissible stress in axial tension s„ in steel member on the net effective area of the section shall not exceed the following value (fy is the yield stress)

Question 2

The attachment of lug angle to outstanding flange of a channel member should be capable of resisting ____ % of excess of the force in outstanding flange of the channel.

Question 3

A single angle section ISA 120*120*12 mm used as tie member in roof truss. The cross sectional area of angle is 2750 mm2 and major and minor moment of inertia of an each angle Izz=Iyy=368*104mm4.Iuu=584*104 mm4 and Ivv=151*104 mm4 respectively. Tie angle section may be subjected to possible reversal of stress due to loads other than wind or earthquake. The maximum length of the angle tie (in m) is

Question 4

The minimum net area for the plate shown below connected to 10mm thick gusset plate with 18mm bolt is

Question 5

The angle section ISA 120×100×10 shown in figure. The bolts used are of diameter 20 mm. Find the block shear strength of the section if the minimum end distance and distance between the bolts is provided .

Question 6

What is the block shear strength (in kN) of the welded tension member as shown in figure?
 
[Assume steel of grade 410 MPa, fy = 250 MPa, Partial safety factor for the material,
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Jun 29ESE & GATE CE