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EAS207_lec17 - ckmg’tzr#6 LAC fig «9 ® METHOD OF...

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Unformatted text preview: ckmg’tzr #6 LAC, fig «9 ® METHOD OF SEC'HONS M,“ \NWM we “22A to fchA “Um (mad *0ch (Mia 'N\ CQY‘CQM Wm’bzfi 6&- o\ “kn/ks; wxsz/‘HAOC& Q/kck‘m H Gx .. Swapsnse we MM ’6 Eng ‘ng. JEmma {m wwvvfim CD Mpflrxmg (8' TOMM wost be a vex? {abofiaws {wow/>8, \NMSNQMJ mwoéx 63/ Szdfiavb Com Ewom‘o‘fi W9 ~ ; ow 5 (mundde o\ mckmvx xx I 50K?) 9 "P Fnspl ' ‘a‘ 2 MP : )’—_’ x =3 -(Rxa) ('50) + 60) £20) +C9°MWB “KEQM =0 2 50$2D+ goxw— 306 Fab: \0 \Figgtyo—Zfia ' Section cuts. Find the force in members HE, FH F6, of the truss. and ~25 (3;)(32) 5- (SX24) "3(3) -.~. "9 3x = 5' 5—S+ FHE coax - Fm: cosu :0 =3 FHE 7‘ FHF FHE :1 FHF =- 4'72K Tam/Wm -- Fé'F -— FHESmoL— FHpfiwxol :0 F‘ GP- [F g z _. ZFHEanc‘ :: -—§ 2 ‘8 k (Mpxemx’m E9 EXOMAW Pmbkm '. c , 6m [3 6 P: F}wa ‘HML Face m meex 3M5;- @ S p RC E .T RM 3 S E S ’____________________. W S 6 i; Q, :1: t a; \A s a: C: k Wfl 9:3 w; 350$st (112 .J W T w: 0 MM (51 :1 Y\ kit. V; X if g: b 0M (1va s o (Mei 3A P V0 {bu ) 23“" “9 “C “0:0 *5 X _ 73:0 -> ~® 233:0 :> [FZ+EZ+CZ~12:O «C23 Ema“) r> MOEMOOT—eEAzE) + (—5»? + 5;) m3}; +<s?+103)(ai€: + (‘0?) X (E7112) “:2 O :3 «1001—4207 + 5R3? WSW )? *S'FEE +40%} +10 E21 :0 §+C§93—l00)f<:0 @ \OEZ+\OFZ «kgflg "—420 [email protected] 2> {EL/v Q9 5951:)00 :3 SR3: 20 KN ~® CR cos4S°—- Cx _ Cg: ‘4.\4L<N (TQM; ...
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