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Extracted text: 4. Simple beam analysis: i. Draw the deflected 100 kN shape, SFD, BMD 200 kN ii. Determine the 100 kN/m 400 50.0 kN/m highest shear force, and at that 800 section determine 2.00 m 4.00 m 2.00 m the highest shear stress. ii. Determine the highest bending moment, and at that section determine the highest tensile and compressive bending stresses. Answers: V: (0.00m, 150KN): (2.00m, 50.0kN): (2.00m, -150KN); (6.00m, -150KN), (6.00m, 30OKN), (8.00m, 100 kN) M: (0.00m, 0.0OkNm); (2.00m, 200kNm); (6.00m, -400kNm), (8.00m, 0.00kNm) Highest shear force is 300 kN @ x 6.00 m; fv,max = 1.41 MPa (i) (ii) (iii) Highest Moment is -400 kNm @ x 6.00 m; fb.max = 9.38 MPa