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The end next the magnet will be of a different polarity from the nearer end of the magnet.
The shear force, (TS), due to external load at a distance (x) from the left end of the lower steel plate is: {text{TS}} =, p., left( {, a, +, x{text{ l}}_{text{co}} / 2} right), (37 where (a) is the distance from the support of the nearer end of the lower steel plate.
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(a) Bending moment at top of the column at near end (eccentric concentrated load).
Two rigid regions were established between nodes and near end surface of this welded detail.
(a) Rotation at the base of the column at near end (eccentric concentrated load).
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com