The pole in the figure is at a 90° bend in a power line and is therefore subjected to more shear force than ones in straightparts of the line.gw30°80°mmTThe tension in each line is 3.80 × 104 N, at the angles shown. The pole is 15.0 m tall, has an 17.0 cm diameter, and can beconsidered to have half the strength of hardwood.90°(a) Calculate the compression of the pole (in mm).0.581(b) Find how much it bends (in mm).3.497X mm

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The pole in the figure is at a 90° bend in a power line and is therefore subjected to more shear force than ones in straight parts of the line. Tow 30° T 80° mm T The tension in each line is 3.80 x 104 N, at the angles shown. The pole is 15.0 m tall, has an 17.0 cm diameter, and can be considered to have half the strength of hardwood. 90° (a) Calculate the compression of the pole (in mm). 0.581 (b) Find how much it bends (in mm). 3.497 X mm

The pole in the figure is at a 90° bend in a power line and is therefore subjected to more shear force than ones in straight parts of the line. Tow 30° T 80° mm T The tension in each line is 3.80 x 104 N, at the angles shown. The pole is 15.0 m tall, has an 17.0 cm diameter, and can be considered to have half the strength of hardwood. 90° (a) Calculate the compression of the pole (in mm). 0.581 (b) Find how much it bends (in mm). 3.497 X mm

University Physics Volume 1

18th Edition

ISBN:9781938168277

Author:William Moebs, Samuel J. Ling, Jeff Sanny

Publisher:William Moebs, Samuel J. Ling, Jeff Sanny

Chapter12: Static Equilibrium And Elasticity

Section: Chapter Questions

Problem 34P: In order to get his car out of the mud, a man ties one end of a rope to the front bumper and the...

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