Using the provided data: cross-section width w = 19 mm, cross-section hight h = 92 mm, length of the beam L =3 m, beam material's Young's modulus Q =233 GPa, applied bending moment MB = 7 kN.m The value of the deflection at Point B caused by MB (Part I) can be calculated as

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter6: Stresses In Beams (advanced Topics)
Section: Chapter Questions
Problem 6.5.12P: A C 200 x 17.1 channel section has an angle with equal legs attached as shown; the angle serves as a...
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Using the provided data:
cross-section width w = 19 mm,
cross-section hight h = 92 mm,
length of the beam L =3 m,
beam material's Young's modulus Q =233 GPa,
applied bending moment MB = 7 kN.m
The value of the deflection at Point B caused by MB (Part I) can be calculated as
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Transcribed Image Text:Using the provided data: cross-section width w = 19 mm, cross-section hight h = 92 mm, length of the beam L =3 m, beam material's Young's modulus Q =233 GPa, applied bending moment MB = 7 kN.m The value of the deflection at Point B caused by MB (Part I) can be calculated as ● ●
A propped cantilever beam is loaded by a bending moment of the magnitude MB at the point
B as shown in Figure Q1. The cross-section of the beam is a rectangle of the width w and the
hight h that are constant along the length of the beam L. The beam material's Young's
modulus is Q.
AY
O
X
Figure Q1
Assuming the positive deflections and positive vertical reaction forces are upward, calculate
the value of the reaction forces at points A and B
O the absolute value of the reaction bending moment at point A
Transcribed Image Text:A propped cantilever beam is loaded by a bending moment of the magnitude MB at the point B as shown in Figure Q1. The cross-section of the beam is a rectangle of the width w and the hight h that are constant along the length of the beam L. The beam material's Young's modulus is Q. AY O X Figure Q1 Assuming the positive deflections and positive vertical reaction forces are upward, calculate the value of the reaction forces at points A and B O the absolute value of the reaction bending moment at point A
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