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Week14_class_notes_part2

Week14_class_notes_part2 - ‘ 9?a'nd'9K78 Forth bcam...

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Unformatted text preview: ‘ 9.??a'nd'9K78 Forth: bcam mdloadingshown, determinc Ca)d1¢ slope ’ at and A, (12mm dcflccdofi at point ct Use E = 200 GM, ' Appefidix Du Beam Deflectimns and Shapes maximum Bafiecflsn ~Eiafiflé Curi/a PL? yum 3517 Slaps at End ' .sz2 2E7 \ “04..“ y: " Equation Io! Elasttc Curve ‘——(£#3Lx?) 632'! y! - L”? i wLi- r—\_WM[7 m ‘ WW1... ._. i! k: 23—19 ~ 4ij 4! 51.219 x.» 243/ ‘ MN". z i s i , 2 $ 9.6? 5nd 9.68 For (h: camflavei‘ baam and heading shown, dctcx-mi‘nc (ha slope and dcflacdon at pbini‘B. ! 1 Hmh $45151 7L5,— ' 6’ & Ldéméwé’”? ”' '7’?" fl“ hmm 9”“ (3‘ ‘ 33W) “a %y « \ g gm L ‘ v f grfig’fefl J» 5?: byfigfg'f’fi'fWflW/‘é réAaé‘W (we / ”a ' If ~—::::‘“~*"““W:~::‘“”mr:a ‘ r ’0ch cagsamafifi D 3 VS a f"? fixamz, “gnaw.“ ’- (r a], 3 1? Ava’ufldéd sz‘fifig If!“ 4m”; 6’” 1 ' ‘-' / 59 . L1 (‘9 ;.5?./€3~,<’ » Mal/V63 ! ,1 . - 4”“ WM 749mm?“ m fifl (3/6. {C fl’mflm 3:; WM 4 / b IQ m g 2.34 go‘mf; l6; ‘r' #7? I v afififi‘éd” 7%{6'35 if“ .— M T+E+m ,‘ r" ’Wlifiifid 51/355336}??? .... ‘ {38V fiWDé/gm‘g .1; r ‘" 3 “Ma 9m?) I 1" , WM viii [VJ/X WW 5‘” L \ fiiw/Mwmg > { J r My (3*? ‘ L {1:15 W“ V 5’ } {a} Shiva f7)!” mail“ 7”“ / 7w avg/5w?“ . 4 @QECE 0%? My? 1 i E ‘4 “(Sim 1% T.) 3 3L? if?" 9 % x $3.3?“ cm W 1 {H éwéiéi’wi 1 j 91‘ “161% L A (a 60 #5“) 6&5: 912$ a) 1 3' er , W“ W w W“ 75 // Eff ”if ,. ,..La:@ 3 ‘t::3 W}? “if”?! ' /MM:‘::?V “E’k 49:13 53*” ‘ 9.19 through 9.22 For the beam and loading shown, dctcmine the rcactiQn at the roller supportivl - 9,83 and 9.84 Fer the beam shown, detemfine the reactign at B_ ...
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