Q no 108 sorry for that first I consider fig with 207. But it is not with 207 it is with Q.No 208. Please solve it I will great thankfull to you 8000 lb3000 lb 7000 lb2000 lb4' 5'3'Fig.-208 and P-209.An aluminum bar having a cross-sectional area of sq in. carries the208.axlar loads applied at the positions shown in Fig. P-208. If E = 10 X 106 psi.compute the total deformation of the bar.

To find: The total deformation. Give: The Young's modulus is E=10×106 psi. The cross sectional area…

8000 lb 3000 lb 7000 lb 2000 lb 4' 5' 3' Fig. P-208 and P-209. up (73 208. An aluminum bar having a cross-sectional area of sq in. carries the axiar loads applied at the positions shown in Fig. P-208. If E = 10 X 106 psi. compute the total deformation of the bar.

8000 lb 3000 lb 7000 lb 2000 lb 4' 5' 3' Fig. P-208 and P-209. up (73 208. An aluminum bar having a cross-sectional area of sq in. carries the axiar loads applied at the positions shown in Fig. P-208. If E = 10 X 106 psi. compute the total deformation of the bar.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter2: Axially Loaded Members

Section: Chapter Questions

Problem 2.6.9P: A prismatic bar with a length L = 3 ft and cross-sectional area A = 8 in2 is compressed by an axial...

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Q no 108 sorry for that first I consider fig with 207. But it is not with 207 it is with Q.No 208. Please solve it I will great thankfull to you

8000 lb
3000 lb 7000 lb
2000 lb
4' 5'
3'
Fig.
-208 and P-209.
An aluminum bar having a cross-sectional area of sq in. carries the
208.
axlar loads applied at the positions shown in Fig. P-208. If E = 10 X 106 psi.
compute the total deformation of the bar.

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