1. The beams are wooden, size 150mm x 50mm, quality C24, E-module=11 kN/mm, maximum shear stress for the lymph is Tma=3,8 MPa, max bending stress fm=24MPA=24N/mm? Load q is 4,5 kN/m downwards, I= 3,0m. 3 wooden beams glued together. a) explain whats wrong with the shearforce and moment diagram above, explain what's done right and what's wrong on the diagrams. for a q=1kN/m and l=3
1. The beams are wooden, size 150mm x 50mm, quality C24, E-module=11 kN/mm, maximum shear stress for the lymph is Tma=3,8 MPa, max bending stress fm=24MPA=24N/mm? Load q is 4,5 kN/m downwards, I= 3,0m. 3 wooden beams glued together. a) explain whats wrong with the shearforce and moment diagram above, explain what's done right and what's wrong on the diagrams. for a q=1kN/m and l=3
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Please solve this question in 50 mins i will give you positive feedback.
Donot miss any subpart clearly mention each subpart
![50mm
BA
Lymph
150 mm
50mm
50mm
150 mm
Renctions
No Bearing
UE-15N
No Bearing
Ut 45
00
1.0
20
30
40
50
6.0
Duance from Let of team m)
Shear
2
Moment
1. The beams are wooden, size 150mm x 50mm, quality 24, E-module=11 kN/mm?, maximum shear
stress for the lymph is Tma=3,8 MPa, max bending stress fim=24MPA=24N/mm?
Load q is 4,5 kN/m downwards, I= 3,0m. 3 wooden beams glued together.
a) explain whats wrong with the shearforce and moment diagram above, explain what's done right
and what's wrong on the diagrams. for a q=1kN/m and I=3
MormmtNim)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F024dfde6-de77-4d6f-b26c-ba8013673043%2F90a37afc-d257-4682-81b9-bb62c49d1e02%2Fpjddyer_processed.jpeg&w=3840&q=75)
Transcribed Image Text:50mm
BA
Lymph
150 mm
50mm
50mm
150 mm
Renctions
No Bearing
UE-15N
No Bearing
Ut 45
00
1.0
20
30
40
50
6.0
Duance from Let of team m)
Shear
2
Moment
1. The beams are wooden, size 150mm x 50mm, quality 24, E-module=11 kN/mm?, maximum shear
stress for the lymph is Tma=3,8 MPa, max bending stress fim=24MPA=24N/mm?
Load q is 4,5 kN/m downwards, I= 3,0m. 3 wooden beams glued together.
a) explain whats wrong with the shearforce and moment diagram above, explain what's done right
and what's wrong on the diagrams. for a q=1kN/m and I=3
MormmtNim)
![b) draw load diagram, shear force diagram, bending moment diagram for the values (q=4,5kN/m and
|=3,0m)
c) find second moment of inertia ly, and calculate the max bending stress in the beam
d) calculate max shear stress t = Tz for the glue/lymph
e) find deflection in point C using kinematic analysis and beam formulas, andwrite the asnwer in this
form: XXX kN*m^2/EI, before calculating the deflection in mm.
f) find deflection in point C using one load method. write the answer in this form: XXX kN*m^2/EI,
before calculating the deflection in mm.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F024dfde6-de77-4d6f-b26c-ba8013673043%2F90a37afc-d257-4682-81b9-bb62c49d1e02%2F5bfj63f_processed.jpeg&w=3840&q=75)
Transcribed Image Text:b) draw load diagram, shear force diagram, bending moment diagram for the values (q=4,5kN/m and
|=3,0m)
c) find second moment of inertia ly, and calculate the max bending stress in the beam
d) calculate max shear stress t = Tz for the glue/lymph
e) find deflection in point C using kinematic analysis and beam formulas, andwrite the asnwer in this
form: XXX kN*m^2/EI, before calculating the deflection in mm.
f) find deflection in point C using one load method. write the answer in this form: XXX kN*m^2/EI,
before calculating the deflection in mm.
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