Question: Consider an A-36 steel beam subjected to the loading shown below 9 30m OF 60m 92 where q1-1000 N, q2=750 N and F=-500 N

Consider an A-36 steel beam subjected to the loading shown below 9 30m OF 60m 92 where q1-1000 N, q2=750 N

Consider an A-36 steel beam subjected to the loading shown below 9 30m OF 60m 92 where q1-1000 N, q2=750 N and F=-500 N (as plotted). 1. Draw FBD 2. Determine reactions 3. Find shear and bending moment equations 4. Plot shear and bending moment diagrams 40m zom 5. Determine the deflection curves 6. Knowing that the maximum deformation cannot exceed 2.02 m and that the maximum direct bending stress cannot exceed 125 Mpa, determine the wide flange W ?

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