1. Given: Load Diagram Required: a) Shear & Moment Diagram b) Maximum Shear c) Maximum Moment d) Design the steel beam from WF Section lists: W 10 X 12 d = 250.70 mm, tw = 4.83 mm bf= 100.58 mm, tf = 5.33 mm Sx = 179000 mm, Ix = = 22x10mm* W 10 X 19 d = 260.10 mm, bf = 102.11 mm, Sx= 308000 mm 2m tw = 6.35 tf = 10.03 Ix = 40 x 10mm* 12 KN W 10 X 26 d = 262.38 mm, tw = 6.comm bf = 146.56 mm, tf = 11.18 mm Sx = 457000 mm, Ix = 60 x 10 mm* e) Check the safety of the beam for the following: Bending, Shearing and Compactness. 4m 3KN/M GM