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- Subject
- Design of Steel Structurescivil-engineering-mcqs › design-of-steel-structures
- Published
- 20 Jan 2019
- Last updated
- 28 May 2026
Explanation
The design shear force for connections of intermediate vertical stiffeners, not exposed to external loading, is calculated as 125 × t² / h, where t represents the web thickness in millimeters and h is the stiffener's outstand length in millimeters.
More Design of Steel Structures MCQs
Practice related questions from the same subject.
- 1.Under what temperature condition within a cloud does snow formation take place?
- 2.When 20 mm rivets are utilized in lacing bars, what is the minimum required width of the lacing bar?
- 3.What type of force should lacing bars in a steel column be designed to withstand?
- 4.Under which conditions is it best to use battening?
- 5.In welded joints, the batten plates should overlap the main structural members by a length greater than __________?
- 6.What does the economical depth of a plate girder refer to?
- 7.What is the primary purpose of installing horizontal stiffeners in a plate girder?
- 8.How can web crippling caused by excessive bearing stress be prevented?
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