hw33-34_sol - £53400 9.19 through 9.22 For the beam and...

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Unformatted text preview: £53400] 9.19 through 9.22 For the beam and loading shown, determine the reaction at the roller support. HMS”) 3.89; [‘1 —— L’HB :0 :37 Ho H +JZH8 :03:7 0 GB) ((1% { +2 B Hg3Ho“/4&(L -‘ l 5 ~ A3; L 3 r/l‘éFgco :32 557:” 653’) 1 I 1, v $0 :2? m ‘ W +5,ng :02; Had/731W 6WMWijr/j %)H (1):: AyX'MO 57>“; at W13 <11?“ 2.” +24 :22”; ’3‘; gig :Effia): «5: Hr” d» w . 3 £3. ,6 +5 Efgfljw ”if Jig; 4;» x W) \“ ‘- :2 a 3:0 3;}: “2? WM) 0 0 ) L3 ML?” Aépbg’ $0 ’47 33-49 :3, qézzxsgao s? fig? .., a; + ,0 (2] 83:0 :3 8&sz :0 2% @112” ,NOL + 24 2 1 9’ ; . :% £0,051, (I) “LX613 55' @0525: %]"HD %"-*\L)"0:j A; 2.4. H We at!» +ACLw—1z)=0:> A: r13; 99.2: / 9.19 through 9.22 For the beam and loading shown, determine the reaction at the rolier support. 9.25 through 9.28 Determine the: macfion at the r01} draw the bending momem diagram for file beam and £0 at suppez't and . a} {3L} 3 (31'1“!) adéng shown. -11556>320§é:01, fi$0-2wa "~ ”:3 a :(‘j ’M .wCéE-J»wa~> M 1 .2: u. . {L361}: fir”; h ”yawn 2.? ,3 #23. 5, W 3w i ,7 mm“; :23. N, fl , , km ‘ wwm¢ . iv 9 W M a , X» h 5 x a, w 2331:: A s QJESS fhraugh 9.68 For the baam and deflection at Cl. (5) the Siope at and A. loading shown, datermina {a} 5:313 P P :3 3' 0%,, - (7) Jr (E) \ aj 5). (CM: 53 5"” ‘9 a<2£3QQ V « I” ‘ 2... 2,5” 2 x k : , M z§,é’, ”(§”]]} n 9* (:1) EA“ ‘ ML(CL*K)Q“CL1”(?) Jr: (use? émé mew] ggfL ‘ m ‘3$%§flé h , ‘1 _ V‘ ? 3” LIZ" (2”) x} f .wam’ / fiffél {2 I ‘2‘] ; 5g!» \ 1 ,’% - £5 Zgqug . [ocifi§;‘<ngfi.[Llrfl%fl JCLIi} 3 é- é&;3kaw) ‘XgIL 9.55 ihrough 9.68 For the beam and Ioading Shawn, determina (a) the deflection at C, (b) the slope at end A. w: @ 03 z 13’ LA)” my}, 6 r I} ‘5 45;”? + xx. 8 B/r/ I? A (:3?) + 531) if €£) [(5116 L?) [as ' ébagkvieal) (L) 4" (13* E x -p/ (7/ w fir (290/13; . 1:, + 74/374 3/” I U + all} (we *7 ML2 (mg,LLZ) 11%;,» ' 55% (r K P30 i114 10 in. L— Q 70 Fig. P9.75 and P976 P: era/O _ mu) 1516/5“ Iszb/m : WC 8 C A- E E 5 M91? ”M 9.75 For the cantilever and deflection a and C. Use PI: ZQWOéXWX /'75 LL/cga 1, beam and loading sheWn, determine t} E = 29 ><106 psi. Izflé z: : +0 my: ”KW 16 Slope 44 3;,» if»! is . a v .> : A : fa x.“ x , 5v ,. \4,§1.§.Z \ é 3g, é, ...
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