Rigid bar BFCD is pinned at C and supported by steel bar AB at B and aluminum bar DE at D. A concentrated load P is applied to the rigid bar at F. Compute the Load P when the downward deflection at F(A=0.6 mm.) 1 m 3m B F 1m P Rigid bar A=0.6 mm 3m AB steel bar A=650 mm² E= 200 GPa D TESPAS E 1.5m DE aluminum bar A-900 mm 2 E=70 GPa

Rigid bar BFCD is pinned at C and supported by steel bar AB at B and aluminum bar DE at D. A concentrated load P is applied to the rigid bar at F. Compute the Load P when the downward deflection at F(A=0.6 mm.) 1 m 3m B F 1m P Rigid bar A=0.6 mm 3m AB steel bar A=650 mm² E= 200 GPa D TESPAS E 1.5m DE aluminum bar A-900 mm 2 E=70 GPa

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter11: Columns

Section: Chapter Questions

Problem 11.5.3P: A simply supported slender column is subjected to axial load P = 175 kips applied at distance e =...

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