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.
Chapter2: Loads On Structures
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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
Transcribed Image Text: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
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