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3.10. Consider the bar in Fig. P3.10. Determine the nodal displacements, element stresses, and support reactions. 400 mm2 250 mm2 300 kN 600 kN 150 mm 150 mm| 200 mm 200 mm - 3.5 mm E = 200 × 109 N/m²

3.10. Consider the bar in Fig. P3.10. Determine the nodal displacements, element stresses, and support reactions. 400 mm2 250 mm2 300 kN 600 kN 150 mm 150 mm| 200 mm 200 mm - 3.5 mm E = 200 × 109 N/m²

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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3.10. Consider the bar in Fig.P3.10. Determine the nodal displacements, element stresses, and support reactions. 400 mm2 250 mm2 300 kN 600 kN 150 mm 150 mm 200 mm 200 mm 3.5 mm E = 200 x 109 N/m² FIGURE P3.10
Transcribed Image Text:3.10. Consider the bar in Fig.P3.10. Determine the nodal displacements, element stresses, and support reactions. 400 mm2 250 mm2 300 kN 600 kN 150 mm 150 mm 200 mm 200 mm 3.5 mm E = 200 x 109 N/m² FIGURE P3.10
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