HW_1

Kbue/él Allon MAE 331500l Sep 7 23 frw #1 Ao b. Determtine. mayimum ten Determing the stress state at Pt A,B,é,D o, compresive cink chaur shress I Phe beam. * Q:S]OOO}BV DD ? P=-15000(5 /e: ZL,I"\, €= lin Do: 31‘;\_ P bz 772 % e, 0lr, soo0- B |L5D . 6y = - X _ % i g aallb T CT T oty LHAnt 66107 7 &4 (\—1« )/ at A atB 4 af D bx= Oy th, = G.§110 b"( o, =bx, 6‘1 tensile tosle oo 238108 fensile

- -n_FP 2P z‘fi . IO 281070 = S =17 522 g ~p _0/20 O:,{h?f_z"r} — e % ~Fn ZO—;\—r~ ‘} — £ 'ax e XX O:S'O‘I'S‘O’::)phh—g: ‘% \Z"E:;.’%' (l, _57 ‘0= g 0=y 70=0 Yg" =M $3 gpedwen wraps 75 2y T wqt/w% 7Y} @q ’u?/\)g M fl]mw??nldgv),g 711,1( ’rfa"]JJh v Wo] Jg*dy a{'xbfw --z boiigr=n 1+j/q1 ’07'31'7" =7 % i ’)A,'XQJJW‘” tagtl X SsaLs vays how ofv 1*!/4‘70)'1,{3"9: y 409 U et Sl

3 L4 Determine Hhe shres s ¥ © vecr on the F[an(/ n 6 o 2 3000 Y ] 707Y = = o 5 0 6.207 | = é‘”fl + 5‘535-0 +0 k co v ° J - F\‘*'L Ve m,,aM[ sfress on Hwe I'[c‘v*f/ 3:\'0\. b (35354 35953 ) = (0.702: 462075 2545 :@ Allan mug