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.

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter3: Tension Members
Section: Chapter Questions
Problem 3.3.7P
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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.
P
↑
30 30 30 30
tto
ato
→
I
50
40
Figure 1
120
a
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. P ↑ 30 30 30 30 tto ato → I 50 40 Figure 1 120 a
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