The uniform 18-m pole has a mass of 145 kg and is supported by its smooth ends against the vertical walls and by the tension T in the vertical cable. Compute the magnitudes of the reactions at A and B. The uniform 18-m pole has a mass of 145 kg and is supported by its smooth ends against the vertical walls and by the tension Tin thevertical cable. Compute the magnitudes of the reactions at A and B.BT12 m6 mА13 m

Find the length of the OB OB2=182-132 OB2=155 OB=12.45 mEquating the force along…

The uniform 18-m pole has a mass of 145 kg and is supported by its smooth ends against the vertical walls and by the tension Ti wertical cable. Compute the magnitudes of the reactions at A and B. B T 12 m

The uniform 18-m pole has a mass of 145 kg and is supported by its smooth ends against the vertical walls and by the tension Ti wertical cable. Compute the magnitudes of the reactions at A and B. B T 12 m

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter4: Coplanar Equilibrium Analysis

Section: Chapter Questions

Problem 4.21P: The 1200-lb homogeneous block is placed on rollers and pushed up the 10 incline at constant speed....

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Concept explainers

Axial Load

When a bar of the uniform cross-section is acted by a load, such that the load acts along the longitudinal axis of the bar, such kinds of loadings are known as axial loadings. In general terms, a load is an external force acting on a component. An axial load acts perpendicular to the geometric cross-section of the component. Based on the direction of the application of the load, an axial load can be tensile or compressive. The analysis of bodies under the action of axial loads is generally studied under the branch of mechanics, known as statics.

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The uniform 18-m pole has a mass of 145 kg and is supported by its smooth ends against the vertical walls and by the tension T in the vertical cable. Compute the magnitudes of the reactions at A and B.

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