A 150x150×12 Equal Angle section is connected to a 12-mm thick plate using 3 M12 bolts. The angle section and the steel plate are both of Grade 300 steel. Determine the design tensile capacity of the connection while ignoring the bolt capacity. Note: 12-mm bolts require 14-mm bolt holes.
A 150x150×12 Equal Angle section is connected to a 12-mm thick plate using 3 M12 bolts. The angle section and the steel plate are both of Grade 300 steel. Determine the design tensile capacity of the connection while ignoring the bolt capacity. Note: 12-mm bolts require 14-mm bolt holes.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Question 1
A 150x150×12 Equal Angle section is connected to a 12-mm thick plate using 3 M12 bolts.
The angle section and the steel plate are both of Grade 300 steel. Determine the design tensile
capacity of the connection while ignoring the bolt capacity.
Note: 12-mm bolts require 14-mm bolt holes.
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30 30 30 30
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50
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Figure 1
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