KIC000100

# KIC000100 - CE332 Exam#2 Name-=S_I(A_~'o-i1 Section Closed...

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) i :Ii '0 CE332 Exam #2 Name:_-=S,-,,_I_(A_~,---'o--,-i1,---_ Section: _ Closed book, notes and neighbor. Be sure to show all work, including equations used. I. Calculate the vertical deflection at D for the following structure. EI is constant f?r all l members. " I 0 (\ ") -, r, - I <; t i j ) \$4\£ ~ 0: F-rw \2) ~ (l "-, K,IY' ." _18 'K _V

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3(,,0 --- £I 2. Calculate the support reactions for the following structure. Draw the Axial Force (N), Shear (V), and Moment (M) diagrams for the structure on the spaces provided. EI is constant for all members. 4 .3(1) ~ 1 0 -Sf-c'+{CQ I\y ;",d,':f-(fl11,ri"k L -e.t e, c: Xl J ~/ ~lO t XI ;:.. s: 0 C t----I.._'""D QK ( -e; f 1'>1 1 W)! Jx • -.l ;, t\ .1 . dU E:.I f.T0 1"\ \ "" I~ ! A 8 ft. B 6k E oQ J
1--- 3. zz'1'- II 1 IT] (-" _nef" __ )L.L!'7 (\-)

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3. Use Moment Distribution to compute the member end moments for the following structure. EI is constant. Perform 3 iterations. Note there is a grid on the following page so you need not draw one. A 9 kif!. W£t- --= 10 . L\lT z l ----- (.~fP :ZeI) 3 0.10: :,.0 iii;. faa) '"" o
�> JDiV\ ~ fIT e, L ]) f e",b<r f:\B B.4 e,t Cf3, cD 1)( J)[ ED Ie ().~S~ 0,4£.1= O,7[I. (J.l.GJ: O.<e~ O.(£L - - ])f 0 ~3 13 y,\ 3/ 4 I f[N\ -75 7 S (:) 0 -20 7...0 -3(" UJII. ( -7- ") ('2 (I Io) ,,,to / -so -')..5 , / 5 IS" 1)(. 0 C.O. f i/ , 8'" -;25 2.5 -tz.s uM.

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