2. Compute the slope at point D and maximum deflection of the given beam. 1 = 3468.1215 x 106 mm4 E = 110 GPa 52 kN BI OD A 3.5 kN/m IC

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Chapter2: Loads On Structures
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2. Compute the slope at point D and maximum deflection of the given beam.
1 = 3468.1215 x 106 mm4
E = 110 GPa
52 kN
B
D
A
2m
4m
3.5 kN/m
C
5m
7777
Transcribed Image Text:2. Compute the slope at point D and maximum deflection of the given beam. 1 = 3468.1215 x 106 mm4 E = 110 GPa 52 kN B D A 2m 4m 3.5 kN/m C 5m 7777
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