For the beam below, determine the magnitude of the maximum deflection and its locatic double integration method. Use E= 200x10^6 KPa and I = 1.44x10^-5 m4. 100 KN 1.5 m 70 KN/m 70 KN/m 1.0 m B

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Chapter2: Loads On Structures
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For the beam below, determine the magnitude of the maximum deflection and its location using
double integration method. Use E = 200x10^6 KPa and I = 1.44x10^-5 m4.
1.
100 KN
1.5 m
70 KN/m
70 KN/m
1.0 m
B
3.0 m
3.0 m
Figure 1
Transcribed Image Text:For the beam below, determine the magnitude of the maximum deflection and its location using double integration method. Use E = 200x10^6 KPa and I = 1.44x10^-5 m4. 1. 100 KN 1.5 m 70 KN/m 70 KN/m 1.0 m B 3.0 m 3.0 m Figure 1
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