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For the grids shown in Figures P5-50, determine the nodal displacements and the local element forces. Let E = 210 GPa, G = 84 GPa, -4 4 -4 I = 2×10 m², J = 1×10 m², and -2 A = 1×10² m² . Figure P5-50 C ง 3 45° 3 m 10 kN 2 m 10 kN

For the grids shown in Figures P5-50, determine the nodal displacements and the local element forces. Let E = 210 GPa, G = 84 GPa, -4 4 -4 I = 2×10 m², J = 1×10 m², and -2 A = 1×10² m² . Figure P5-50 C ง 3 45° 3 m 10 kN 2 m 10 kN

Understanding Business
Understanding Business
12th Edition
ISBN:9781259929434
Author:William Nickels
Publisher:William Nickels
Chapter1: Taking Risks And Making Profits Within The Dynamic Business Environment
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For the grids shown in Figures P5-50, determine the nodal displacements and the local element forces. Let E = 210 GPa, G = 84 GPa, -4 4 -4 I = 2×10 m², J = 1×10 m², and -2 A = 1×10² m² . Figure P5-50 C ง 3 45° 3 m 10 kN 2 m 10 kN
Transcribed Image Text:For the grids shown in Figures P5-50, determine the nodal displacements and the local element forces. Let E = 210 GPa, G = 84 GPa, -4 4 -4 I = 2×10 m², J = 1×10 m², and -2 A = 1×10² m² . Figure P5-50 C ง 3 45° 3 m 10 kN 2 m 10 kN
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