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136 - unmask em 0F woe-Hm saw 0 ‘ w memo Va =33(nun...

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Unformatted text preview: ( ) unmask em 0F woe-Hm saw: 0 ‘ w - memo Va» =33. (nun 1*)“st (— merobloE-i: VAL a 0.98! <— - h. k 5:5310 in. V bsosoo in. wipe—Fm BEAM h: IDA-‘Firx. w 2.4 x 94- 1,» fig g =57. m. in 1:22;- 2(a510in) b=9.obs in. + -.- asus in. mm; in. am; Is. Ls" I: m; in? ' kl: ZZSbM. V=50K uw=9nsi ' S: 32.4 in? W 4 a N. bio wad based nbcndi sins: = —- " I " I = 2.011 in. ‘ a. [2' MW' % =; $62.»... vamanL—W m -2=&¢3L_.2251m :2“ new; ‘— 11...: __..._+(lah”~bh" w): amps. 4—. %m= 7 81+. (bmkmm load bascd manger stress (b) MIMM mm In mwcb (54. 943:») v: ‘34- 1”“ V ___(bh‘-bh."+£h ) (31.5430, ’tm=.1_.(ln"—h‘)= assomi (—- . 8:"?— (Q hflshoarswc: inmwcb (g. 550) tau-=_V__-_430095i eh. 1m. = to“ : =352J lbln‘n. = 42.30 lblft {~— 1" (d) Shear m in mm (Sq. 5-49) (Baum; stress govaS) V"; =m(2-‘t._+ Tram) :1 48.5%. 6" BRIDGE mos: ON A SIMPLE 5PM L= Elm 3 .Vueb . .94 ‘— O b= 450mm WIDE-WEE BEPM h. h {:2 VSmm b='lmmm i=1mm h=350mm h.=350mm V500 ‘ huesomm f i o .5» m: mom 1:__‘, (MIL bh.’ H: h?) = 90.3txlo" m‘" 0'...“ .. so ma, ‘1 = (almu‘mma shear was in new}: (gs-45a) 1"" ' 50m ‘1...“ = _\_l_ (bh‘-bhl"+thn= 28.4 We ‘— _(bh’-bh.’+th3] (54.541) TB. (ummmm Smear $1135 in ‘fl‘LWU’ (E5 43b) .3 ‘ mm = 32 w h.‘ =19.+Mm+— 5= i =_9._._2 73mm “8.41“": (d M um mus mm. web [ so) (aJAuowam, load based bmdi stress Mm =LLL : sol-IO!!! 4—— an =%1_u_ [innu'rtdflasBJV-N ‘— V= 3;. Tnu= —_8_\Ifi(bh‘- -"bh.+thn‘} (89 5-480) V __ 098 V...“ = Bun-11; v _ ' ‘_" bh‘-bh-‘+thn" %ww = m=_fli=_ a 193mm 4—- L L(bh"-bh."+am‘) {Sanding sass 90m) 136 ...
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