CE is a 10 m beam supported at point E by a ball and socket joint. Ball and socket joints provide reaction forces, but not reaction moments. D is at the midpoint between C and E. A horizontal force of -100 j is applied at point D. Two ropes are attached to point C, with unknown tensions TA and TB. Point A is at (4, 6, 0) while point B is at (-3, 4, 0). The system is in equilibrium. Find the magnitude of the tensions TA and TB.

CE is a 10 m beam supported at point E by a ball and socket joint. Ball and socket joints provide reaction forces, but not reaction moments. D is at the midpoint between C and E. A horizontal force of -100 j is applied at point D. Two ropes are attached to point C, with unknown tensions TA and TB. Point A is at (4, 6, 0) while point B is at (-3, 4, 0). The system is in equilibrium. Find the magnitude of the tensions TA and TB.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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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.

Question

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CE is a 10 m beam supported at point E by a ball and socket joint. Ball and
socket joints provide reaction forces, but not reaction moments. D is at the midpoint between C and
E. A horizontal force of -100 j is applied at point D. Two ropes are attached to point C, with unknown
tensions TA and TB. Point A is at (4, 6, 0) while point B is at (-3, 4, 0). The system is in equilibrium.
Find the magnitude of the tensions TA and TB.
ITAI =
|TB| =
N
N

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