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Q1. For the cantilever beam and loading shown with circular section of 60 mm diameter and E = 200 GPa, use Double Integration

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an2 - Mai &095: IKN .alealm A B coum k Samsung с -0,6m. Mars - 1X2 - 29-4) (no) 2 - (n=472 By Double Integration method : -nOA = 0:2575 degree Also, ad nofm o y = Sco from egniig EI XO 5 01- (3-0-474 + 0.572x17 ca 12 (2) Ca=-0.3945 E = 200 G Pa = 204) Deflection of free end y = SA= ja con -213_(4-0-4) 4 +0.5720-03945 12 Sach-o) [0-0+0 -0.3945) 127-23SA= -3.100 x10-3m SAE - 3.1 mm (downward )

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