A cantilever beam of length L = 2 m supports a load P = 8.0 kN (see figure). The beam is made of wood with cross-sectional dimensions 120 mm × 200 mm. Calculate the shear stresses due to load P at points located 25 mm, 50 mm, 75 mm, and 100 mm from the neutral axis of the beam. From these results, plot a graph showing the distribution of shear stresses from top to bottom of the beam. P = 8.0 kN 100 50 50 -50 -100 L=2m- H 120 mm 200 mm 100 200 300 400 500
A cantilever beam of length L = 2 m supports a load P = 8.0 kN (see figure). The beam is made of wood with cross-sectional dimensions 120 mm × 200 mm. Calculate the shear stresses due to load P at points located 25 mm, 50 mm, 75 mm, and 100 mm from the neutral axis of the beam. From these results, plot a graph showing the distribution of shear stresses from top to bottom of the beam. P = 8.0 kN 100 50 50 -50 -100 L=2m- H 120 mm 200 mm 100 200 300 400 500
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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
Transcribed Image Text:A cantilever beam of length L = 2 m supports a load P = 8.0 kN (see figure).
The beam is made of wood with cross-sectional dimensions 120 mm × 200 mm.
Calculate the shear stresses due to load P at points located 25 mm, 50 mm, 75 mm,
and 100 mm from the neutral axis of the beam. From these results, plot a graph
showing the distribution of shear stresses from top to bottom of the beam.
P = 8.0 kN
100
50
50
-50
-100
L=2m-
H
120 mm
200 mm
100
200
300
400
500
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