20 mm15 mmAB10 kN -10 kN600 mm400 mm(a)o (MPa)56.6 60-50 -Oy = 40F3020BC = 0.0450100.020.040.06(b)An aluminum rod shown in Fig. 3-20a has a circular cross section and issubjected to an axial load of 10 kN.If a portion of the stress-strain diagramis shown in Fig. 3–20b, determine the approximate elongation of the rodwhen the load is applied. Take Eal= 70 GPa.

Answered: Image /qna-images/answer/0d0614f8-2bda-4687-b8df-90eeee1ff821.jpg

15 mm A B 600 mm 400 mm (a) o (MPa) 56.6 60- 50 - F oy = 40 30 20 EBc = 0.0450 10 0.02 0.04 0.06 (b) um rod shown in Fig. 3-20a has a circular cross section to an axial load of 10 kN.If a portion of the stress-strai n Fig. 3-20b, determine the approximate elongation of oad is applied. Take Eal= 70 GPa.

15 mm A B 600 mm 400 mm (a) o (MPa) 56.6 60- 50 - F oy = 40 30 20 EBc = 0.0450 10 0.02 0.04 0.06 (b) um rod shown in Fig. 3-20a has a circular cross section to an axial load of 10 kN.If a portion of the stress-strai n Fig. 3-20b, determine the approximate elongation of oad is applied. Take Eal= 70 GPa.

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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