2 – Determine the slope and deflection at point B using the direct integration method and draw the shear force and bending moment diagrams for the beams shown in Figure 2 and Figure 3 below (Problems 6.7 and 6.10 of Structural Analysis, 6th Edition, Aslam Kassimali). A A W L El = constant Figure 2 4m El = constant E = 70GPa I = 164 (106) mm² Figure 3 B 50 kN.m B
2 – Determine the slope and deflection at point B using the direct integration method and draw the shear force and bending moment diagrams for the beams shown in Figure 2 and Figure 3 below (Problems 6.7 and 6.10 of Structural Analysis, 6th Edition, Aslam Kassimali). A A W L El = constant Figure 2 4m El = constant E = 70GPa I = 164 (106) mm² Figure 3 B 50 kN.m B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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