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HW_1_Solution

# HW_1_Solution - CEE 380—E1emtary Structures Ii HW 1...

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Unformatted text preview: CEE 380—E1emtary Structures Ii HW 1 Assigned 3/26/07 Due: 3/30/07 Problem 1 For the beams below, determine the support reactions, shear equations as a function ofx. moment equations as a function of x, and draw the shear and moment diagrams and label the maximum and minimum values. I 15ft I 5ft I H X M (C) WW I4————————>i¥(———————————>i L/2 L/2 *3? 3.0 kip/ft TOO kip-ft , 3.0" Mm. 2, mm,“ ,, x f g . f g i e ‘ U 3 ‘ MM» 1 W W“ If If M» 5' § :1 ”if. F “4 ‘ M,» m ("15“”- ‘1 : ; m...m”mum.“Whmwwww,«.m..-4£5 ‘ my by” J j : ,4" /‘ i y 5 A ”w" «w ‘3" _ J X f; p 4,. “V, WV « ~, g 3 s a.“ A ' r M “ M 3,; WI - 9»_ uh \z’ , ‘ ‘ ,. H ”awfummmyax inn» 5“» V, f " MMWWMW «.u’ww w WW; Mm’ . M» g H I? ‘4 MM" « 4, g 1 g , ,5 w; A .4 m A J a?" . ‘r‘ A :2 ‘M'L 4,. w 2 «if? 5%,; 311' I a, ‘ ‘1 y: W. W L t I]; WW WW I i F6: “in , WW 5“ , M» s’ : z , H mm J mi}.- im‘ JV ,.» W; #33:“: 1:: 3;? ’1,» g V! W, V15. [m i i E I 3A W W V: : a l g .m . v {m “J’ ’U / i/ , R» ; V“ 4..,uww....7» Tm.“ i 3:: k “WWW WW. i» mm , g :23; st; :1: 6' 1%“ um».......mwmw. mm mm...» W. m. mm,— % 5 € 3 Q ; 3 E FWWNMW... fwmmw.mW..Mm.k “maumwmw w.“MUMMXMLMM § www.mg HARM wwwwm ”if?“ 3 ”Mn” a M E 5 , J “WWW” M x“ I, :‘m ”3‘2 (x 1‘ “a 5 ‘v w _ a, «A E '2 g 2 g z a , f ; g I 1 g .M i r: f i i k i e 5 .a' f g” 952‘ i ““5 .Q I M“ a: 1 &W M. . 2: uwn, L 4, ‘ ., M % 5. é m ”4.,de WWW» ¢rg.5\ MW“ wmwm m w. Boy‘unlwmwmuunu ﬂux/WA mnwauw 2 2 i E 3 g E t E s 1', i E i 4 i E , i K x E 9 e i 2 § 1 ; ":3 ,, ’ I w a; . ”(i ‘ mummw’l-m"; ? ”i w.» a i w “mm “WWW w a , 3 3;: t” r V-Jw r . ; 13w x V um mm: ,5 s U] , 9 my WM L» M ”WWW—“Mi ”cu...” _. M“ ..m ...“. ...»...w,..m,,w.._,.‘,‘. MW Wu” ..m...».4v,«. m mm» ..W ,W . MWVWM a.” :i «'3; ”ﬂ , 3:»? E ,, 2’ ‘4, a” '; a” , F a, . 5' ‘ ,é , E r 2' Mxmwu‘wF"M' u / «WWW»? .ﬂpvmw—r ‘1 X W, s ,u- 3/": i k i E a i, 5 » ,. WWW“ MMMNWWWWW“.N....wum.,..,...4.., u.,m...‘::ﬂmm.‘mlmm. V. \MMWWM wwwww E 2 s E 5 ¥ sf 3 E 4, i v 5' i a , x” : . , a: w E 29"» m1; aim, “x w‘ .v 4% E My...»”WHWMWQA “ M ; WMWMMWHWWMMQMWMﬂWH-A _ g \$sz " A . ( .« gas/7 ¢ é E 1mm an my.“ Mu, MM.“ , i v.4 "‘" m; “« WM x, ”Wm ; I t "‘ 9 2,; N .w g ‘ WW g i F a E i x 3 .n W L E “m Em," g“ M' g z ,s, Q x .3, :f '6. M‘% (”W ,g (w i a,» ’ I My“: PX “1:3 > '37 i § 2 E K 2 3 a x E s E 2 ; 1 K W 9% am. hug“. pm.(m-m>A~Am»w- ‘ ‘ 1' K a E é 2 E : § 1 ‘v ? € I 7 E X E t E ? if" mmvamnwu‘muwmmtwwnm _ f"""“‘“ "‘ f r hr ;‘ x ; Mu Lu m“ ) .ummmmm“knew“.w “WWW“,mmwmm. WWW,“ W on“, MAW, MVM...,..W ? é ¢ § a ,5 i L 5 i i '; 'i Q % S a W.» W! , 3 § ‘ E AAA/13‘ , 3" *5: xi K “ 2 yer i .ij a4“ “mmw: r WWW", ﬁr] ”w” k...» 2'} 5 g. :27; an“ m r“, g m» M» x a, ‘ 5, MN WM'ILM-W“ my» ' ”My . “M' a; WK" L F 4n x .' 5 m. , . ‘ Y \ WHWWWL." .WN 53w” 331 *z [51\$ 5 , 1 W3 v» ‘ are; . ‘ ”‘3 E m ..A...m._..w.w,.‘.. .mW‘M-whmmmﬁ 3w NW}, gm. M. .1,” . w , , K ,L ~11 ’ W A ’»_,1 WMMQWWMww mm ,mWN.W,.MW, "muwmmmmshu 3 2 i i f 1‘ a!“ t x 1:; ”3%an » 2 \$3.”; ””3”“ f 3 I § 5, x K i 2 \$ i E 1 i t A 3 , 2 i 1 s i g ; 3, if E § 3 5 g E 1’ 5 i E i : i x z s 5 .vmk g, M 1' 1 W.,,,.m.~.mm_m,,MWM,,...WM.MWWWMWWAW; ...
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HW_1_Solution - CEE 380—E1emtary Structures Ii HW 1...

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