Civil Engineering (CE) Exam > Civil Engineering (CE) Tests > GATE Civil Engineering (CE) 2025 Mock Test Series > Test: Structural Fasteners - 2 - Civil Engineering (CE) MCQ
Test: Structural Fasteners - 2 - Civil Engineering (CE) MCQ
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10 Questions MCQ Test GATE Civil Engineering (CE) 2025 Mock Test Series - Test: Structural Fasteners - 2
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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
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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?
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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?
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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)?
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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?
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Test: Structural Fasteners - 2 - Question 10
What is the maximum permissible longitudinal pitch in staggered riveted compression joints?
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