y 960 mm? AT = -25°C 80 GPa 165 kN 15.7 x10-6/°C (1) 1920 mm? (2) A %3D B E2 160 GPa %3D 19.7 x106/°C %3D 2000 mm 2600 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. A concentrated load P is applied to flange B in the F1 kN F2 kN direction shown. MPа Determine the internal forces and normal stresses 01 in each rod after the temperature changes by the indicated AT. (+= tension, 02 MPa - = compression) Also, determine the deflection of flange B in the x direction. (+ = right, – = left) UB mm 1st 2nd 3rd Enter attempt Rod properties I| ||||
y 960 mm? AT = -25°C 80 GPa 165 kN 15.7 x10-6/°C (1) 1920 mm? (2) A %3D B E2 160 GPa %3D 19.7 x106/°C %3D 2000 mm 2600 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. A concentrated load P is applied to flange B in the F1 kN F2 kN direction shown. MPа Determine the internal forces and normal stresses 01 in each rod after the temperature changes by the indicated AT. (+= tension, 02 MPa - = compression) Also, determine the deflection of flange B in the x direction. (+ = right, – = left) UB mm 1st 2nd 3rd Enter attempt Rod properties I| ||||
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter3: Torsion
Section: Chapter Questions
Problem 3.4.8P: Two sections of steel drill pipe, joined by bolted flange plates at Ä are being tested to assess the...
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