Q2) The figure shows a cantilever consisting of steel channel size 127 mmx64 mm. Using superposition, find the deflection at B and the maximum stress in the beam. Take the magnitude of force (F) to be 1.3 kN, L = 3 m, and a = 1.8 m. Calculate the deflection at point B in (mm). Use E= 207 GPa. F I kN/m B A
Q2) The figure shows a cantilever consisting of steel channel size 127 mmx64 mm. Using superposition, find the deflection at B and the maximum stress in the beam. Take the magnitude of force (F) to be 1.3 kN, L = 3 m, and a = 1.8 m. Calculate the deflection at point B in (mm). Use E= 207 GPa. F I kN/m B A
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
please use I= 482.5cm^4
can you please write the equation used?
![Q2) The figure shows a cantilever consisting of steel channel size 127 mm×64
mm. Using superposition, find the deflection at B and the maximum stress in the
beam. Take the magnitude of force (F) to be 1.3 kN, L = 3 m, and a = 1.8 m.
Calculate the deflection at point B in (mm). Use E= 207 GPa.
F
1 kN/m
B
A](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa437b1f1-94c0-462c-9640-81b3f97959f1%2F2dee6741-2751-4182-872f-6d9262323ad5%2F0q167i_processed.png&w=3840&q=75)
Transcribed Image Text:Q2) The figure shows a cantilever consisting of steel channel size 127 mm×64
mm. Using superposition, find the deflection at B and the maximum stress in the
beam. Take the magnitude of force (F) to be 1.3 kN, L = 3 m, and a = 1.8 m.
Calculate the deflection at point B in (mm). Use E= 207 GPa.
F
1 kN/m
B
A
![R = V = F
M = Fa
%3D
MAB = F(x – a)
MBC = 0
Ex
YAB
-(х — За)
6EI
Fa
-(а - Зх)
6EI
R1
Увс
V
Fa?
Ymax =
-(а — 31)
6EI](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa437b1f1-94c0-462c-9640-81b3f97959f1%2F2dee6741-2751-4182-872f-6d9262323ad5%2F3vt2o5_processed.png&w=3840&q=75)
Transcribed Image Text:R = V = F
M = Fa
%3D
MAB = F(x – a)
MBC = 0
Ex
YAB
-(х — За)
6EI
Fa
-(а - Зх)
6EI
R1
Увс
V
Fa?
Ymax =
-(а — 31)
6EI
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