Beam ABC has a rectangular cross section of 300 mm by 100 mm. Attached rod DB has a diameter of mm. Determine the vertical displacement of point C due to the loading. Consider the effect of bending ABC and axial force in DB. Use the virtual work method. E-200 GPa. (200000 MPa) Hint: Use the following virtual work equation to consider the contribution of bending of beam ABC a axial elongation of rod DB. Elngoton of rod DB uNI
Beam ABC has a rectangular cross section of 300 mm by 100 mm. Attached rod DB has a diameter of mm. Determine the vertical displacement of point C due to the loading. Consider the effect of bending ABC and axial force in DB. Use the virtual work method. E-200 GPa. (200000 MPa) Hint: Use the following virtual work equation to consider the contribution of bending of beam ABC a axial elongation of rod DB. Elngoton of rod DB uNI
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Beam ABC has a rectangular cross section of 300 mm by 100 mm. Attached rod DB has a diameter of 20
mm. Determine the vertical displacement of point C due to the loading. Consiđer the effect of bending in
ABC and axial force in DB. Use the virtual work method.
E-200 GPa. (200000 MPa)
Hint: Use the following virtual work equation to consider the contribution of bending of beam ABC and
axial elongation of rod DB.
Elegothon of
rod DB
mM
nNL
dx+
AE
1 A=
20 kN
EI
Ac
Tension rod
| 300 am
20 kN
40m
3m
3m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe13fd790-7e44-4547-99e4-82596102d149%2Ff40c827c-bd30-40ce-b664-e67b3c883ca3%2F7i74j0d_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Beam ABC has a rectangular cross section of 300 mm by 100 mm. Attached rod DB has a diameter of 20
mm. Determine the vertical displacement of point C due to the loading. Consiđer the effect of bending in
ABC and axial force in DB. Use the virtual work method.
E-200 GPa. (200000 MPa)
Hint: Use the following virtual work equation to consider the contribution of bending of beam ABC and
axial elongation of rod DB.
Elegothon of
rod DB
mM
nNL
dx+
AE
1 A=
20 kN
EI
Ac
Tension rod
| 300 am
20 kN
40m
3m
3m
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