MPa 70 60 50 40 30 20 10 10-3 80 E 20 40 60

Using AutoCAD or any other software, draw front and right-side views from below using offset sections (as shown from the top view below). 1:1 scale use 3rd angle view (American projection) and dimensions included. 85 24 56 10 40 22 22 4.5 R2 R6 R3 24 20 46 95 TOP VIEW 36 6XM6 6.5 ン ず 8L

An S178 x 30 steel beam (see Appendix A) is loaded and supported as shown below. Using the coordinate axes shown: tions for the shear force I (c) Determine the maximum flexural stress on a section at x = 3 m. Y and bending moment M for any section of val 4 m < x < 6 m (i.e., between B and C). A X 2 m 15 kN/m 25 kN B -2 m2 m― с I

Please make the exact graph with the lines in the same spot and the orange and blue circles at the same spot as well.