151 - P1251 ii bmm mi“ ghlminum eta-Fm MaxEMum stress In...

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Unformatted text preview: P1251: ii bmm mi“: ghlminum eta-Fm MaxEMum stress In the ma Q <54» 6'45) 51» '6': - Mm?» , Hm P61 (D Mastic segmmts: b- -75 mm dv 40mm (may and: :20 mm Ep- 3.6961. Maximum stress f; the 4359,63 {.54. 66:1); @Abmtmmstrips : b579’mm tn 3m Ea" 7.5 am. =4t+5¢1 -112~mm M-l-5 KN-m -fimffiebeamiabmmgfiégl * Ohluminum: b- 30mm rulqomm 5.1”.“ 5.3405“ ” Gated: b 30mm hat-80mm 55-10095. a;- q ‘ ‘l {WNW inom I” hauls .20 .2541 ‘78 unb- (”3675mm so rah-E (2.950(3) mm) ‘ .4875. mm : - 80mm '1‘] d‘fmcnbrons - ' All dtws "W—“L—"l 3 In 'mrllimeta-s _ In mfllrmetes Wattle-1 13- ’ 2;” (Tana); 5053:4190») J 0.5% fmfififw» "09 section» a. 15 no - ' . . + ( X ) q, in =ZYI'M. , weanlmwmxsaxqol 1’2. 934 1 IO Yam 2”, (”3(802'0'C30X40) Aluminum: 12:20.5 (:9153c5)‘+c19757(5)004.5)" -.- 44574 "m *3: (1070(3) mantaxbhn‘] h: n 120 -'hz= 7o- :19 mm 516.5.4201-10‘mm“ . 5 .. ‘ cm’mum 5012an He 210":an C Eire-{5? . - mm . 2-1- 1.11:: 218. '55 ‘1. IO stag-o” =- . . flggl mgm fires: mthg 9146th Qggl. 6—15} 5p.¢-,.M -t :03th“ . flgxfmum aim F‘fig abm‘nquCEqw 9-”? (4‘21" _ .. 5: lav-1 “34421555.... qswo Ib/l’t 6's 55.9707 (50. mm.) a: 74.9 Ma; _._43,:oo {b—fn. +- o'waoa- beam '2 152- 4 in. =h° =- 5.6 In. Q Steel plate: 13- 4' In. t - 0.51m h: hart. a 6.0 in. a = 2.0 (D ”and beam: 15-6 M. hwse M. "Eu: nzuo‘psi' I1 I 10 , 2 _ [$04!le a 1,600 Pai lbs; “b ' (“l-OHM“). ® anal plate : b: 5 in. t = 0.5 In. ' 's so I'n. ‘ _ V 0.5 , .. . ”Es. %’ D P31 .. I T {An‘ 33:,“ (600.1% a: {5,000 psi Use. the has: '5? the cross sectfora a; a. refiner- lrne. I ' “'h' "' 30.19 . Eu L1- hz . - .(9 gngmgg 5)“; gsxaxaagz :- c . :5) * (”(55) . I 8 nb = ants in.) , I50 fr). 5 +314: in. h. ah- h.._- 1 $6053 fn ' 0.5 Audit-newton: m T in Ms. :1 than”? + (new. 5m: l4553153: (mus? + (unaware. 1:0' Use the base of the cross section as r $4.03 m. o. re?¢n:nc.¢ line. ...
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