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3 For the plane trusses supported by the spring at node 1 in Figure P3–33 (a) and (b), determine the nodal displacements and the stresses in each element. Let E = and A = 5.0 x 10-4 m² for both truss elements. 210 GPa Problems 141 2 100 kN 2 5 m 5 m 5 m 50 kN 45° 3 60° 60° 10 m k = 2000 kN/m k = 4000 N/m TTTTTI Figure P3-33(a) Figure P3-33(b)

3 For the plane trusses supported by the spring at node 1 in Figure P3–33 (a) and (b), determine the nodal displacements and the stresses in each element. Let E = and A = 5.0 x 10-4 m² for both truss elements. 210 GPa Problems 141 2 100 kN 2 5 m 5 m 5 m 50 kN 45° 3 60° 60° 10 m k = 2000 kN/m k = 4000 N/m TTTTTI Figure P3-33(a) Figure P3-33(b)

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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Figure P3-32 .33 For the plane trusses supported by the spring at node 1 in Figure P3-33 (a) and (b), determine the nodal displacements and the stresses in each element. Let E = 210 GPa and A = 5.0 x 10-4 m2 for both truss elements. Problems 141 2 100 kN 5 m 5 m 5 m 50 kN 45° (2 60° 60° 10 m k = 2000 kN/m k = 4000 N/m 4 Figure P3-33(a) Figure P3-33(b)
Transcribed Image Text:Figure P3-32 .33 For the plane trusses supported by the spring at node 1 in Figure P3-33 (a) and (b), determine the nodal displacements and the stresses in each element. Let E = 210 GPa and A = 5.0 x 10-4 m2 for both truss elements. Problems 141 2 100 kN 5 m 5 m 5 m 50 kN 45° (2 60° 60° 10 m k = 2000 kN/m k = 4000 N/m 4 Figure P3-33(a) Figure P3-33(b)
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