Π 1m SOKN 40 D 10 KN/M ļ B 2 m 4M
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The maximum deflection for the cantilever-beam below is no more than 0.03m.
Macaulay’s method of double integration should be used to determine the second moment of area of the beam cross-section (I) (Please let's the final unit be in mm^4 and also provide a final check)
E = 200 GN/m2
Hopefully my sketch is readable! I need a step by step guide with calculations (Readable) please
Transcribed Image Text:Π
1m
SOKN
40 D
10 KN/M
ļ
B
2 m
4M
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