hw33_9.53_9.75 - Promem 9-53 9.53 For the beam and loading...

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Unformatted text preview: Promem 9-53 9.53 For the beam and loading shown, determine (a) the reaction at point C. (b) the deflection at point 3. Use E = 200 GPa. Um+52 Forces in k”, juafls in m. w410xso HEP-3:0: Ql-70+Q=:D 12‘ -.- 7o - R: RN {)Mk : o: - M,-(70)(2.5)* 39c- : o M. = 232‘; I75 W-m QCMJUM a” fib'rml/‘j .‘n:|e+erm='no+&. wa3 = H - H<*’5>o I‘M/M 4% T-W E - + Ilq<x_5>° V = “R, h Hx + “(cur-5). Emil. = = Mn + m- 7x‘+ 7<><-s>‘ Eli: .- Mp: + £9“? —-§-x3¢%<X-5)3 + C. _, ‘1 :13: = éMfivV tQAX3'%X4+fiZ<"-5> “ G" *c‘ [x:o}i—i=o] O+O+O+O+CI=O [boatlup] o+oao+o+o+04=o [nsJJw‘l gim,(2\‘+~t9.(s)5—F{fg)4+é(3f‘ + 0+0 32( 89; I7s)+ igho-RJ - 23:55 = O no.6é7 RC = 5300- 32“” +3%;3i = 1995.7: Rb: H.536 kw «- .— (3)(H.535)—175 = -82.715 mm. 70—”.53é r 53.40} W Dag-a: E = zoOxm' Pa. 1 : meuo‘m“ = 21c. xgo‘m” EI = {Zoouto“)(ztéxlo"’) = 45.2w? N-M‘ : 43200 kM-m‘ (bx [Be-rfedfuu a)" . 9+ 125m) E1319 = %(-32_1ns\(5\‘ + t(53.4c13[5\‘— § (51‘ - —I&o.s.2 ku-m’ : _ {80.32 _ - ' YE 143100 ‘ 33' we "m" A Problem 9.75 For the cantileve: beam and loading shown, determine the slope and deflection :1th C. Use E=29 x lO‘psi. e #1035).- o.3?5 m. E5." : Hams)“ —- 0-44.0335. in“ g]: :(muo‘Xmeosss) .- [3.35'HIO‘ fik-in‘ Cause l 5? Appewpfx D. l2; apt” L: Ll'Du‘n. 3 (34.: ‘ ‘E—LE = ‘—L-—('l2§) 4°) = - ones-15$ in. 35: (3303-35: . ms) _ _ PL.1 _ _ {misfit-lo)“ _ _ -s (6‘)“ 2E}. ' {ZXIssstuId‘B- 7fqule IS Ola/m ® __ Loaepina IL. Thea/P w‘i‘ian as a, @—'g mmififieuev‘ (seam. (Case 2) W7 is pic/in J L=30l-VI, :_.flLLi=_§'S-KSOHV ,_ in (jg)1 SH (grlavfimo‘) 0.!!3‘755' . (9,511: WLS PM =—s'_osssxzo'5 k——2>0 j EEI (ezlsssruro‘) Por‘i'u'on BC- remaihs s‘i'mfeau 42w yourself-'13 1:. L3: =' 10 in. (31635 (‘73)7L + 1.349311 = —O.lé'—l313 in. (9914991 = ~510553xgo" gape a+ enJ C. Bi supeb‘aosi‘i’fom) 9Q : (9.), 4 (93‘ = Hangar)" 9512.55463me: 4 Dcl‘fieo’rm d em! C. 8:, Superfosr'i’t‘om: j" = (jg), 4 (ya; 3; = — 0.36%42 ha. I; = 0.364 an. L Proprietary Materiel. C! 2009 The MnGraw—Hill Companies, Inc. All rights reserved. No part of this Manual may be displayed, reproduced. or distributed in any four: or by any means, wi‘llwul the prior written permission of Ike publisher, or used beyond Ill: limited dlS'U‘lbllllUfl 1:! numbers and educators permitted by McGraw-Hill for their individual course preparation. A student using Ihis manual is using it without pennission. ...
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This note was uploaded on 08/03/2011 for the course CEG 4011 taught by Professor Bloomquist during the Spring '11 term at University of Florida.

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hw33_9.53_9.75 - Promem 9-53 9.53 For the beam and loading...

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