Given the Horizontal wood member shown that weights 38 lbs/ft and supports three vertical loads F1 = 200 Lbs, F2 = 100 Lbs, F3 = -400 Lbs, and is supported by a Pin at A and a Roller at B, calculate Reaction Ay. A origin 4' 200# f 4' 100# 400#1 + 41 4' 4' B X

Q: A 6' В ooo 10' 8' с

A:

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A:

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Buckling of columns

The column is described as a vertical member of the structure that carries an axial compressive load, and buckling is a lateral deformation of the column under the application of load.