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.) = wo B A ·L ANSWERS Maximum bending (mm) Average shear stress (MPa)

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter9: Deflections Of Beams
Section: Chapter Questions
Problem 9.5.14P: A cantilever beam is subjected to load P at mid-span and counterclockwise moment Mat B (see figure)....
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Please dont take solution from chegg.My values are different.

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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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