120 KN 60 KN/m 1.5 m 60 KN/m 1.0 m B 2.0 m 3.0 m Figure 1
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
For the beams below, determine the magnitude of the maximum deflection using double
integration method. Use E = 200 x10^6 KPa and I = 1.440 x10^-5 m4

Transcribed Image Text:120 KN
60 KN/m
1.5 m
60 KN/m
1.0 m
2.0 m
3.0 m
Figure 1
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