- 0 5 M 14 E 200 Gpa 3 M 100mm 41 E 120 Gpa 3 M 200 Mm 1 M 2 M Weigth Of The Bar 2 Kn Compute The Deformation In T 1 (74.2 KiB) Viewed 36 times
0.5 m 14 E = 200 gPA 3 m 100mm ² 41 E = 120 gPA 3 m 200 mm 1 m 2 m weigth of the bar = 2 kN Compute the deformation in t
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0.5 m 14 E = 200 gPA 3 m 100mm ² 41 E = 120 gPA 3 m 200 mm 1 m 2 m weigth of the bar = 2 kN Compute the deformation in t
0.5 m 14 E = 200 gPA 3 m 100mm ² 41 E = 120 gPA 3 m 200 mm 1 m 2 m weigth of the bar = 2 kN Compute the deformation in the cables rigid bar 10 kN
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