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3) On a structural steel I profile beam a distributed load and M moment is applied as shown in the figure. According to given parameters below, please solve the problem by hand or finite element method (ANSYS Student-Structural Module) to determine; a) the maximum bending in mm, b) the average shear stress, c) distributed load plot (F – x plot), d) equivalent stress contour plot,

3) On a structural steel I profile beam a distributed load and M moment is applied as shown in the figure. According to given parameters below, please solve the problem by hand or finite element method (ANSYS Student-Structural Module) to determine; a) the maximum bending in mm, b) the average shear stress, c) distributed load plot (F – x plot), d) equivalent stress contour plot,

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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3) On a structural steel I profile beam a distributed load and M moment is applied as shown in the figure. According to given parameters below, please solve the problem by hand or finite element method (ANSYS Student-Structural Module) to determine; a) the maximum bending in mm, b) the average shear stress, c) distributed load plot (F – x plot), d) equivalent stress contour plot, e) total deformation contour plot. (Ebeam-200 GPa, Wo=10 N/m, L=1 m., M=245 N.m, h=145 mm., b=h/2 mm., s=h/25 mm., t=h/20 mm.) w = wo x' h |B A 'y' · L ANSWERS Maximum bending (mm) Average shear stress (MPa)
Transcribed Image Text:3) On a structural steel I profile beam a distributed load and M moment is applied as shown in the figure. According to given parameters below, please solve the problem by hand or finite element method (ANSYS Student-Structural Module) to determine; a) the maximum bending in mm, b) the average shear stress, c) distributed load plot (F – x plot), d) equivalent stress contour plot, e) total deformation contour plot. (Ebeam-200 GPa, Wo=10 N/m, L=1 m., M=245 N.m, h=145 mm., b=h/2 mm., s=h/25 mm., t=h/20 mm.) w = wo x' h |B A 'y' · L ANSWERS Maximum bending (mm) Average shear stress (MPa)
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