Engineering Statics | Sample Problem 3/7 | 2D Equilibrium | Chapter 3 | 6th Edition

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Engineering Statics | Sample Problem 3/7 | 2D Equilibrium | Chapter 3 | 6th Edition
Engineering Statics by Meriam and Kraige!
Chapter 3: Equilibrium
Sample Problem 3/7

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Комментарии
Автор

The sum of forces along z-axis shouldn't be 4.05 + 2.496 as the tension T in z direction is negative and Tz is also in negative direction?

danials
Автор

How do we determine the components of reaction forces at B. Why there are only x and z components?

vennelamadike
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why sigma fz=0 not same sigma Fx=0 you used -Ax +0.417+0.832=0 what is differant ????

punyaphatphimchan