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(2) Determine the internal forces and normal stresses in bars (1) and (2). (+= 850 mm 570 mm tension, – = compression) 70 kN Also, determine the deflection of the rigid bar in the x direction at C. (+= right, - = left) 490 mm (1) B Bar properties 650 mm 820 mm A = 840 mm? E, 90 GPa F1 kN A2 = 360 mm? F2 kN E, 120 GPa %3D MPa 02 MPa Try one mm I| ||

(2) Determine the internal forces and normal stresses in bars (1) and (2). (+= 850 mm 570 mm tension, – = compression) 70 kN Also, determine the deflection of the rigid bar in the x direction at C. (+= right, - = left) 490 mm (1) B Bar properties 650 mm 820 mm A = 840 mm? E, 90 GPa F1 kN A2 = 360 mm? F2 kN E, 120 GPa %3D MPa 02 MPa Try one mm I| ||

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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Determine the internal forces and normal stresses in bars (1) and (2). (+= 850 mm 570 mm tension, – = compression) C 70 kN Also, determine the deflection of the rigid bar in the x direction at C. (+= right, = left) 490 mm (1) - = Bar properties 650 mm A = 840 mm? 820 mm %3D E, 90 GPa F1 kN X A2 = 360 mm? E, = 120 GPa F2 kN 01 MPa 02 MPa Try One VC mm II
Transcribed Image Text:Determine the internal forces and normal stresses in bars (1) and (2). (+= 850 mm 570 mm tension, – = compression) C 70 kN Also, determine the deflection of the rigid bar in the x direction at C. (+= right, = left) 490 mm (1) - = Bar properties 650 mm A = 840 mm? 820 mm %3D E, 90 GPa F1 kN X A2 = 360 mm? E, = 120 GPa F2 kN 01 MPa 02 MPa Try One VC mm II
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