Class_notes_week7

Class_notes_week7 - M 35 gem/Mg WM as wwm‘iiw @136”...

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Unformatted text preview: M 35 gem/Mg WM as wwm‘iiw @136” “)8 5% 233234;”; cafe-A3 gymwsflh’g Gad: W “LY ,Na will mce ajfi’vm mg (C!) Max): S‘fre§S\ [a] awemma‘on 034w» 4.12971hmugh 4.131 The couple M ,is» applied to a beam of the section shown in a plane farming an angle’fi witfifi‘a vertical. Date 1 he stress at (a) pain! A, (3;) point B, (6} point D. 3 A as mag/1am we Aave wsymmfim‘a ‘ 7/36 mflgvkg’géaeml “Case; WW3 as» gammka (cadfi‘flg’ W1 “2%: cm: 0v fl fig if“ HCE)‘ . 1}; (m3 1 3 ‘ ‘ mjiia fifty!in )Hafj a}; [i wig/119684 (5’ f?" f2. :7 {if +ijwl 74 al p r‘vé‘w d} N Fl? (wwsgmmd‘w 533: fig [0 n ow k ‘ffigfi a +0 qfi KL {M mm? M 038; he} n ’ ‘3: :O 3Chcfi_. ‘ “f. '2 W: 3' “ Hfij+M§E flescwbfig {lama WC} A W my» 35% fix ‘ fa gfi/géfi7iflfi V figamg: Na {Sim ¥nfi¢i N‘F’ g? My}; K , ffm CE“): ("Paw-37!? ) Myth? (Magi fwd»? % mfipflw‘f Av» A N g M GP CE) (Pxéyaif é E50 4.142 The tube shown has a uniform wall thickness of 12 mm, F0; loading given, detérmine (a) the stress at the neutra} axis intersects line ABD. points A and 89 (b) the point wh 2 28kN1 5mm ‘ flimfih ’24,? W’aéfég GP bahdxiwi Hgfiméfifitfi 753A V9m3 (Li’xaffier’ S” (giweaav Wag VCfi/Hazl if M »Q£Ca” W 52,; Aw, have we, miwimLe, 6 Th a ‘fi 0% vwaHixfl fimoéw‘wn aiaéer‘dg am ‘f’fia #% W}: rafiflma WM 1m 0% 31:23?an Wm ’Qfig awe. mafia. M49096 001%» gghibwflaa’, Qadi (ELI) ‘Tkag y“ 1‘12? oj’v‘e “$83 wiflx @W‘Vaiawf fyraaix ' To gw‘da #4; [9313mm WWW) WM; éifi Cahflaégg Camel Mav’éad z}: Sszgfiglw‘é’ w” 1&8 ~ M We (Sm/«remi’ajé arid)???" Vgxéuffg‘ w. :sz meaia‘c MEWS 'age’figfi gm, 3%.} yfi‘wéfiiswgf :wemedzm‘e film 2; #123) f ’1; $4 xfi‘i‘é‘ “T'? 0% 5mm “ffimt” 3 (53“) :5 W 3Q Léac§5:“&¥/ $1, {M £1}. [Xm must; (WBHES) {WNW mi» ( “fix {iii} ’ “MS 4*va m X: m Lb“) \‘ 8 0x ‘1, avg mug; WW ‘ v (:E/w-r 5.22 and 5.23 Draw the shear and bending~momcnt diagrams for the beam and loading shown and dctermine the maximum normal stress due to (’ bending. Fig. P5.23 ‘jm agaiemfi‘é, #afig méfi (a: w me%a&3) WM? 4? gig, “92m @ii :1;ch we (3?, 517/ WM Ldémgifg; vavma‘wm a? Wflwfifl) » \ iYQVaL) F51 my 5.9 and 5.10 Draw the shear anti bending—moment diagrams for the bgam and loading shown, émd determine the maximum absolute vaiue ((1) 0f thfi shear, (b) of the banding mement. M." a a , KM” ~ i , 5.22 and 5,23 Draw beam and loading Shawn an bending. Fig. P523 [72:16? 5.9 and 5319 Draw the shear and bending-mama: diagrams for the beam and loading shown, 5nd datermine the maximum absolute value {a} of f6 {he Shear, (b) of the bending moment. C «W‘x ...
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This note was uploaded on 03/08/2011 for the course CE 3400 taught by Professor Moorthy during the Spring '09 term at LSU.

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Class_notes_week7 - M 35 gem/Mg WM as wwm‘iiw @136”...

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