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Untuk rasuk julur dan muatan seperti di Rajah S4, tentukan For the cantilever beam and loading shown in Figure Q4, determine

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2 Mc = WL Ang. 6 A с n Draw FBD of above loading: - WL MA Ime 8 RA 니고 42 Now for equilibrium { Fy RA = WL → EMA=0 -MA + WL2 wEl dy da² RA.X - MA -Wonin w.nline EI dy WLU - 2 با wn2 da? 3 2 Now integrate I dy dae عاما - 2ایم whit 3 tci 2 3 again inteC2 so (i) equation of elastic Curve for AB portion wahl YAB Wen? wny ㅗ ΕΙ 6 6 24 YAB + [wers - wir? - wat - LEI Ang (W Now BSp@ at n=1 W 12 (2) گی بما به .. وند - تی پی - انواع 2 7 EI کم ع Ang. ع 6 = 0 Ang

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