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3.18 Using the method of Section 3.5, determine the axial stress in each of the bar ele- ments shown in Figure P3-18. 30° 45° 2 E = 210 GPa A = 12.5 x 104 m² L = 1.5 m U₁ = 0 u₂ = 0.25 mm (a) 2 E = 210 GPa A = 3 × 10-4 m² L = 3 m ■Figure P3-18 (b) V₁ = 0 v2 = 0.5 mm u₁ = 0.25 mm V₁ = 0.0 42= = 1.00 mm V₂ = 0.0

3.18 Using the method of Section 3.5, determine the axial stress in each of the bar ele- ments shown in Figure P3-18. 30° 45° 2 E = 210 GPa A = 12.5 x 104 m² L = 1.5 m U₁ = 0 u₂ = 0.25 mm (a) 2 E = 210 GPa A = 3 × 10-4 m² L = 3 m ■Figure P3-18 (b) V₁ = 0 v2 = 0.5 mm u₁ = 0.25 mm V₁ = 0.0 42= = 1.00 mm V₂ = 0.0

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
Section: Chapter Questions
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3.18 Using the method of Section 3.5, determine the axial stress in each of the bar ele- ments shown in Figure P3-18. 30° 45° 2 E = 210 GPa A = 12.5 x 104 m² L = 1.5 m U₁ = 0 u₂ = 0.25 mm (a) 2 E = 210 GPa A = 3 × 10-4 m² L = 3 m ■Figure P3-18 (b) V₁ = 0 v2 = 0.5 mm u₁ = 0.25 mm V₁ = 0.0 42= = 1.00 mm V₂ = 0.0
Transcribed Image Text:3.18 Using the method of Section 3.5, determine the axial stress in each of the bar ele- ments shown in Figure P3-18. 30° 45° 2 E = 210 GPa A = 12.5 x 104 m² L = 1.5 m U₁ = 0 u₂ = 0.25 mm (a) 2 E = 210 GPa A = 3 × 10-4 m² L = 3 m ■Figure P3-18 (b) V₁ = 0 v2 = 0.5 mm u₁ = 0.25 mm V₁ = 0.0 42= = 1.00 mm V₂ = 0.0
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