Test: Structural Fasteners - 2


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10 Questions MCQ Test GATE Civil Engineering (CE) 2023 Mock Test Series | Test: Structural Fasteners - 2

Test: Structural Fasteners - 2 for Civil Engineering (CE) 2023 is part of GATE Civil Engineering (CE) 2023 Mock Test Series preparation. The Test: Structural Fasteners - 2 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Structural Fasteners - 2 MCQs are made for Civil Engineering (CE) 2023 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Structural Fasteners - 2 below.
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Test: Structural Fasteners - 2 - Question 1

Which of the following does not describe a weld type?

Test: Structural Fasteners - 2 - Question 2

The maximum longitudinal pitch allowed in bolted joints of tension members is

Test: Structural Fasteners - 2 - Question 3

When the effect of wind or earthquake load is considered in the design of rivets and bolts for steel structures, by what percentage the permissible stresses may be exceeded?

Test: Structural Fasteners - 2 - Question 4

What is the safe load P that can be transmitted by the fillet-welded joint shown in the figure below if the safe allowable shear stress in the fillet weld is 108 MPa?

Detailed Solution for Test: Structural Fasteners - 2 - Question 4

The safe load that can be transmitted by the fillet welded joint is given by,

Test: Structural Fasteners - 2 - Question 5

A 6 mm thick mild steel plate is connected to an 8 mm thick plate by 16 mm diameter shop rivets. What is-the number of rivets required to carry an 80 kN load?

Detailed Solution for Test: Structural Fasteners - 2 - Question 5

For shop rivets permissible stresses are, In shearing, τs = 100 MPa
In bearing, σb = 300 MPa
The gross diameter of hole (D)
.= 16 + 1.5 = 17.5 mm


∴ Rivet value = 24.05 kN
Hence, number of rivets required

Test: Structural Fasteners - 2 - Question 6

For field rivets, the permissible stresses are reduced by what percentage?

Test: Structural Fasteners - 2 - Question 7

What is the permissible tensile stress in bolts used for column bases (fy is the yield stress of the steel)?

Detailed Solution for Test: Structural Fasteners - 2 - Question 7

Permissible tensile stresses in bolts used for column bases is 120 N/mm2.

Test: Structural Fasteners - 2 - Question 8

Which one of the following is correct?
The permissible stresses in a weld are usually taken as

Test: Structural Fasteners - 2 - Question 9

What is the ratio of the yield stress in power driven shop rivets relative to the permissible bearing stress of mild steel?

Detailed Solution for Test: Structural Fasteners - 2 - Question 9

The yield stress in power drive rivets is 200MPa and bearing stress of mild steel is 250MPa.
Thus, ratio
= 200/250
=0.8
 

Test: Structural Fasteners - 2 - Question 10

What is the maximum permissible longitudinal pitch in staggered riveted compression joints?

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