A central beam BD is joined at hinges to twocantilever beams AB and DE. Allbeams have the cross section shown. For the loading shown,determine the largest w so that the deflectionat C does not exceed 3.5 mm.Use E = 200 GPa. (Round the final answer to onedecimal place.

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A Hinge 0.4 m B 0.4 m The value of wis W C D 0.4 m E Hinge 0.4 m N/m. 24 mm 12 mm A Hinge 0.4 m B 0.4 m The value of wis W C D 0.4 m E Hinge 0.4 m N/m. 24 mm 12 mm

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Given Puta Central beam AB and At B D Hinge supports Deflection at beame C 8 c 35mm 1 E ... View the full answer