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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter6: Deflections Of Beams: Geometric Methods

Section: Chapter Questions

Problem 5P

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