T9 FLEXIBILITY_METHOD

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

This preview shows pages 1–16. Sign up to view the full content.

This preview has intentionally blurred sections. Sign up to view the full version.

View Full Document

This preview has intentionally blurred sections. Sign up to view the full version.

View Full Document

This preview has intentionally blurred sections. Sign up to view the full version.

View Full Document

This preview has intentionally blurred sections. Sign up to view the full version.

View Full Document

This preview has intentionally blurred sections. Sign up to view the full version.

View Full Document

This preview has intentionally blurred sections. Sign up to view the full version.

View Full Document

This preview has intentionally blurred sections. Sign up to view the full version.

View Full Document

This preview has intentionally blurred sections. Sign up to view the full version.

View Full Document
This is the end of the preview. Sign up to access the rest of the document.

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%[email protected], ‘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 ...
View Full Document

{[ snackBarMessage ]}

### Page1 / 16

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

This preview shows document pages 1 - 16. Sign up to view the full document.

View Full Document
Ask a homework question - tutors are online