T9 FLEXIBILITY_METHOD

T9 FLEXIBILITY_METHOD - Tutorial ONE 317, 17 Nov 2009 1) ln...

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Unformatted text preview: Tutorial ONE 317, 17 Nov 2009 1) ln the following frame use flexibility method to find internal forces and reactions under given loads. Neglect axial contribution, El is constant in all members. 1C kW 3% 2) Determine reactions and axial forces in the truss. Use flexibility method. EA is constant (No ‘ 7 3) Determine the reactions at support C . El is constant for both beams. (Probiem 10—39, Structurat Analysis R.C Hibbeler). 7.10 VIRTUAL WORK 267 L , TABLE 7.1 VALUES OFL flu”;de é Lac :- Lac ‘ Scconddcgroc parabola. E . o g V, _ _ i E W " # ’ ,, 27>, 2'1 : E f i E 9 , m/mzflm _?-,.._2,u,._g9,zgm,_ , , v4; ; ( N Mm,13,e._fl_3\,ho§q m .J¢Q%WU@EX7W, ‘7gij, , WVWWMWM_WWMMMNMWH Edz‘ykjmmtuk . E é 13.”: 13 v, ¥ A _, , _ ,, , , __,,_,,1!___2,,Q. _ w m a“! k, , -_ ‘ i E" fi,,,, ,7 r L i 2 ‘;-, ‘ M6125? zyJ/{ILEQL 3):.2QL5 )z . m ' Dee“? [£615ka , _, , < ., w GEELQQLZgQ f7 <<<<< 90812, Z z/ZiqjiVMu/Vljol'K , , , i x , , ,_. ,iw ,,_#, m , _,, W, "HM ,, W,M_ WWW, WA NW0“ A,‘ _ .ngw, # r ,,..,, .fiw MM,” ._ . Mn H.» m- 7 I3 ( fi/ 6 V 3;: W 7(' Wk'i'} 12‘,” V" ' 7 77% ’f fli‘ "f" i7¥7“¥ «#g «gm/WM" k 7"” “a +8 “(‘gwc‘galmgy (flfiotfiggggkiwf fl , __ w , 7; fl W W ,, IF; " ' 7,7 7 7 K 7 , a 9; 53 ’Z‘F, \ V 023/ 7 aux-)6. { V V '7 '7'7‘7-¥7 7 ’7' ng?tffi‘wiiiifl:—£ Aifi‘r‘Tfii‘jxjii "iri 7'7"”; 77 V 7 7777' W 7’ V V 7 V V V ‘ r V a / ; 9’5 Q23 4 G @143? 3:3 , ' 2 2. 3 It 7, +05; V g‘mWw.“ “W« M - M m M W _ kw “W A _ N- M. W, A m W , W Z 7 7 , g i E » \._WWW,WMMWWW....,3 ‘ 5 k é ; 1 § E g E E t . W ,_ ‘ H 92$:2g.?2._tz.2gex£zgaging3+.Egfing —~ LQ 8\~ - k -7- A_ #A 7 A7 77 , g ,4 V g, A f + F : 4;- LJO; ’5 Wt 73;”, ,, v53 7’ g . 7t 7 / K 7 xi? ‘ F; g 7 / ,7". .7 ,fl— ,, é, / g5 5‘7 ‘34.! fl ‘\ (if 7 m [f er'é/ ‘ _ 5 77/9415 J; A? J ~ _ J « - ,K ,, 217 J fig w, 7 A N g A A V i 7 W " KW: 6a.. Jannfjwfigg '2 g Aim mg i , ¥ - K472. _-r3.v..:zg~x< f}, 3, “w H , , H . 7 ,7 7 7 n 7 , 77 7 7 7 “ 7. 7 7 , 7 M 7., . 7 7. 77 7 7 7, 7“ 7 7 7 7 7 p 77 ‘ 7 7 7 , 7 7 77 7, ,7 , 77 7 77 7 7 7 7 7 7 7 7 7 77 7 , 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7. 7,7 , 7 77 7 7 7 7 7 7 7. 7, 7 7 7 7 , 7 7 7 7 7 7 7 7 , . 7 7 7 7 7 7 7 7 , 7 77 7 7 7 7 7 7 7 7 7 77 7 7 7, 7 7 7 7 7 7 7 7 7 7 7 ,, 7 7 7 77 7 7 7 77 77 7 7 7 , 7 77 7 7 7, 7 7 7 7 7 7 77 7. 7 77 7 77 7 7 7 7 . 77, ,7 7 7 7 7 7 7 77 7 7 77 7 7 7 , 7 7 7 7 7 7 ,7 , 7 7 7 M 7 7 7 7 7 7 7 ,7 7 7 7 7 , 7 , , 7 7 7 7 7 , 7 7 7 7 7 ,7 7 7 7 7 7 , 7 7 7 7 7 7 , 7 7 7 7 7 7 777 7 7 7 7 7 7 7 7 7 7 H 7, 7 7 7 7 7 7 7 7 7 7,7 7 7 77 7 7 7 7, 7 7 7 7 H 7 7 7 7 7 7 / 7 7 7 7 7 7, 777 7 7 7 7 7 77 77 7 77 7. 77 7 7 7 7 7 7 7 7 7 7 7 7 7 77 7 7 7 7 7 7 7 , , 7 7 77 7 7 7 7 W 7 7 7, 7 7 7 7 7 7 . 77 7 , 7 7 7 7 7, 7 7 7 7 7 77 77 7 7 m 7 7 , 7 7 7 7, 7 7 7 7 7 7 7 7 7 7 77 7 7 7 7 7, 7 . 7 7 7 7 ,7 7 7 7 7 7 7 7 7 7 7 7 7 . 7 7 7 77 7. 7 7 7, , 7 7 7 7 7 7 7 7 7 ,7 , 7 7 77 7 7 7 W 77 7 7 7 7 77 , 7 7 7, 7 7 M 77 7 7 77 7 77 7 7 77 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 , 7 7 7 7 7 7 7 7 7 7 7 77 7 7 7 77 7 7 7 7, 7 7 7 7 7 7 7 7 7 H 7 7 7 77 , 7 7 7 7 7 7 7 77 7 w 7 7 7 7 7 . 7 7 7 7 7 777 7 7 , 77 7 77 77 7 7 7 7 7, 7 7 77 7 7 7 7, 7 7 7 77 7 7 7 7 7 7 7 7 7 7 7 w . 7, 7 7 7 m 77 77 7 7 7 7 7 7 7 7 7 7 7 7 ,7 7 7 7 n 77 77 7 7 7 77 7 7 7 7 7 7 7 7 7 7 7 7. 7 77 777 7 7 77 7 7 , 77 7 777 7 7 7 _ 7 7 7 7 7 7 7 77 77 7 77 7 77 7 7 m 7 7 fl 7 7 7 7 W 7 7 H h 7 77 w 7 7 7 7 7 7, 7 7 7 77 7 7 7 77 7 H ‘ 7 7 7 7 7 ,7 ,,,, ,, 7 1617 7 7 7 7 7 7 7 7 7 7 7 7 7 7 . 77 7 7 7 7 7 7 7 7 7 7, 7 7 7 7 7 7 7 7 7 7 7 7 , W 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 77 7 7 7 7 7, 7 7 7 7 7 7 7, 7 7 7 7 7 7 m 7 7 7 7 7 7 M 7 7 7 ...
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T9 FLEXIBILITY_METHOD - Tutorial ONE 317, 17 Nov 2009 1) ln...

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