At the top of a steel pole, there are two cables as shown in the figure. It is known that the weight of the pole is vertical and that the force applied horizontally at the top of the pole is 2500 N. If the 2500 N force is parallel to the z-axis (alpha=90), calculate the Tension in each cable (T1-3 and T1-4)

Q: 4000 N 1.0m 2.0 m 20m 2000 N

A: ∑Fx=0Fcosθ+4000=0Fcosθ=-4000N .....(1)∑Fy=0Fsinθ-2000=0Fsinθ=2000 ........(2)

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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.