{[ promptMessage ]}

Bookmark it

{[ promptMessage ]}

276 - COLUHN WlTH ELASTIG SUPPORT 5:210 GM L= 4m n PIPE...

Info iconThis preview shows page 1. Sign up to view the full content.

View Full Document Right Arrow Icon
Background image of page 1
This is the end of the preview. Sign up to access the rest of the document.

Unformatted text preview: COLUHN WlTH ELASTIG SUPPORT 5:210 GM L= 4m n PIPE COLuMN as: ANGLE OF RGTATION AT UPPER END dt=loonn I: : (d: at“): mean"): MM J. - ‘OMI‘I 6 z H3=§g93 Pr - P "N M as (Qu Ell END l5 1 En 2H,} =0 H-- a x 3 2.9491715: ngu L‘ = 2.38 KM <— P " E:N‘":M¢H7¢—?N‘ ALE—E (z) uppsa END :5 FIXED J. ‘ 5‘9. 1 . —. Pang—=ssskn .4.— ”‘h’k _LEI% ' L 5:93 N": c, Snub: +c‘ cosfix + PL 3: ‘32 UPPER END {5 FREE nit: fla’T'" 36 KN <— ‘4-1 UP!€& END IS GUIDED I'r‘Er P Hal-i Pas: L" =H-6KN-o— {1.4-9 ammwun ruse- (FIXED—Finns») E=I0,5‘oo Ks; L=to Fr=gzo|u. fn:2.$ 41.1; 4.5114. «1.: 4-.5 m. -zt s.c. ”(oh-O .-.c1.=-o é a, BL. N'OJ‘O .Zga‘fim $1. 93 f L N’n avian—bx + a -ss=_._3_"_.2.._.1cosAL + 6'1“ on, AF-rzx atnaanusws, w: cerem- 1m: BchLme EQUATION: i“; (In. ceT*L~I)~v‘.‘L1=D 4-— £1.) can-1cm. LOAD row. Fuzz-351W— 3(Ja.|. cOTJLL-l) - (.l.L)" = o SOLVE uvnEmanL‘r: a“. =3nza+ Q‘IJJ'E): e (4.1.? if =13.9‘1 E: c B ‘0‘ Emso Q_=% (ll-45K Pa‘IOK P“. 1.046 W151 PAH-w: h -_-_ ——“—£:———— COLUMN WITH ELASTIC SUFFOKT E:N‘"= M = P(S-~‘)- F$(L-X> 23441900500 run) I P=Pfih~ov 1° K = {1.5}(II.DIN’.)1' —u- *1: P’s: sows For: I: r = 1527.3: m" N x - ”I ”L1” =ss—tlp'91-*F°‘) 2.. «._ _ 9 -= . A ‘ M [(45) ‘(4'5 at) 1 I523! - L Ar: C, SW13: 1-61.20: 4‘! 4.5-th = 53.161 «AV-at =3asz . S ‘ + —p—( P — «L + rm ,tm” = 0,674- 1M. 4—- y— 0 ‘ {is . I. P Al" =CIL¢oslx 4:11. swAXi-T a _ . q —-— Er” ' M M" P”. '1 EI 5.c. N-(o‘)=o . .-. at + 50— i;) =0 (I) ma. N'(a}= a C, + S(—&)= o (s) Ar: C, 5.:qu +6.. c054x+%’ n.r.. ”(Q-S cn-mlu. + c, =0 (:1 ‘-°- ”'(°)'*0 cfimflp" FROM «2.05): C,.=-C, nun. Svasnrure C1"! 84.0): C,=$(I-:—L)CofalL svasnwfi C. m za.(2) Mia aenknnws': 1'0 oafmu THE BUCKLING Sada-non: 2—):(1'ANAI‘L ka) +(4LL)3 =0 4—- s.c. M70) =0 c, a o B.C.N'(L)=O I-cosizLi-o sacrum; Eaum‘uou: cosA-Lag 11* +11" 1: ‘ AL: 211- A‘a-iLr gnu—11; (Aamrncu LOAD FOR 6:2EI/L’ 2(1-ANAL —&L) 1-63.24: = o sows NVMERLCth: «LL= torm- 1:63:115: = (1‘ L)! {71" = 4.070 —E-T?-- I!—- 2'16 ...
View Full Document

{[ snackBarMessage ]}