5 mm 25 mm 10 mm 35 mm 50 mm 20 mm 40 mm Y X

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter8: Eccentric Connections
Section: Chapter Questions
Problem 8.5.2P
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5 mm
25 mm
10 mm
35 mm
50 mm
20 mm
40 mm
Y
X
Transcribed Image Text:5 mm 25 mm 10 mm 35 mm 50 mm 20 mm 40 mm Y X
1. Moment of Inertia of every parts of weld
sections
2.Global Centroid for the weld, assuming it is
angle section.
3.Global Moment of Inertia with respect to
Y and X axis respectively (Ix and ly) using
Parallel Axis Theorem.
4. The farthest distance of weld, rmax.
of weld subject to in-plane
5:34 PM
Transcribed Image Text:1. Moment of Inertia of every parts of weld sections 2.Global Centroid for the weld, assuming it is angle section. 3.Global Moment of Inertia with respect to Y and X axis respectively (Ix and ly) using Parallel Axis Theorem. 4. The farthest distance of weld, rmax. of weld subject to in-plane 5:34 PM
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