Please solve this question in 50 mins i will give you positive feedback. Donot miss any subpart clearly mention each subpart
Extracted 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)
Extracted 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.