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
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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)
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.
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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