Question 2 120KN 150kN D E B C 6m 4m 6m 4m 21 E = 200GPA | =500(10° ) mm Figure 2
Question 2 120KN 150kN D E B C 6m 4m 6m 4m 21 E = 200GPA | =500(10° ) mm Figure 2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
a. Analyse the beam above using either the slope-deflection method or the
moment distribution method and draw the shear force and bending moment diagrams.
b. Draw the deflected shape of continuous beam shown above
Transcribed Image Text:Question 2
120kN
150kN
D.
E
В
C
6m
4m
6m
4m
21
E = 200GPA
| =500(10 ) mm
Figure 2
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