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A composite axial structure consists of two rods joined at flange B. Rods (1) and (2) are attached to rigid supports at A and C, respectively. 195 kN (1) (2) A concentrated load P is applied to flange B in the direction 2300 mm 3000 mm shown. Determine the internal forces and normal stresses in each rod. (+= tension, – = compression) Rod properties Also, determine the deflection of flange B in the x direction. A, = 780 mm? A2 = 1100 mm? (+ = right, -= left) E, = 40 GPa E, = 120 GPa F1 kN Try one F2 kN MPа O2 MPа UB mm

A composite axial structure consists of two rods joined at flange B. Rods (1) and (2) are attached to rigid supports at A and C, respectively. 195 kN (1) (2) A concentrated load P is applied to flange B in the direction 2300 mm 3000 mm shown. Determine the internal forces and normal stresses in each rod. (+= tension, – = compression) Rod properties Also, determine the deflection of flange B in the x direction. A, = 780 mm? A2 = 1100 mm? (+ = right, -= left) E, = 40 GPa E, = 120 GPa F1 kN Try one F2 kN MPа O2 MPа UB mm

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
Problem 1.1MA
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A composite axial structure consists of two rods joined at flange B. Rods (1) and (2) are attached to rigid supports at A and C, respectively. 195 kN (1) (2) A concentrated load P is applied to flange B in the direction 2300 mm 3000 mm shown. Determine the internal forces and normal stresses in each rod. (+ = tension, compression) - = Rod properties Also, determine the deflection of flange B in the x direction. A1 780 mm2 A2 = 1100 mm? (+= right, - = left) E1 40 GPa E, = 120 GPa F1 kN Try One F2 kN MPа 02 MPa UB mm
Transcribed Image Text:A composite axial structure consists of two rods joined at flange B. Rods (1) and (2) are attached to rigid supports at A and C, respectively. 195 kN (1) (2) A concentrated load P is applied to flange B in the direction 2300 mm 3000 mm shown. Determine the internal forces and normal stresses in each rod. (+ = tension, compression) - = Rod properties Also, determine the deflection of flange B in the x direction. A1 780 mm2 A2 = 1100 mm? (+= right, - = left) E1 40 GPa E, = 120 GPa F1 kN Try One F2 kN MPа 02 MPa UB mm
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