Class 4 - Strain in Solids

Structural Analysis (6th Edition)

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Unformatted text preview: M me/ Qwaaagm fviag? {Zigag W ataxiaizkfim 353mg»? PEQ 3&2? Lgm%% éffimxzt ’ “Ff” 1‘” k‘fi'fifixafia W% imfiém W," M, , $253? mga Eaggam a“? fax 2%wm} gm A“ M5246 E A? i agwg E 0 Maggime ->Q=§m ivy; i ifla E g L WW a 2 LIME?) 2:? Qflwgi Egfiiégazmggggg 3 v Em @Mmgxgg éwéfii is} Lfimfi wffig 533%;géa wfififiéfifiégé f5; 51:30am M 3:12» Egaém k iggwgi k; g WM #5“ Ag Enigma Q0175) § 122% {fmagam wfié \ £231“ E’Wa §£W,%%£§ég§§‘%; _, w: 5g: géazmggg " L91“ 22$ $§ fifié-ag igam’i‘é fit?) Avg Sééfiwgwwwfi @fisfi {aggé ‘éfiwafififi ggwmm Emifiaws ~ £32»ng $99 ® aazmg 5» fifigfifi gmggg éHéfixi gTfigéstEE “wwww Cirmmé $3 ERAFQ 6m, @améémw fl Mkégwé gmm% w Rwé SHKLL begggwsg‘éggg é <41 ‘13 44: 2-23. The rectangular plate is subjected to the deformation shown by the dashed lines Determine the average shear strain 'yxy of the plate. *2-24. The rectangular plate is subjected to the deforma— tion shown by the dashed lines Determine the average nor— mal strains along the diagonal AC and side AB. 200 mm Probs. 2—23/24 MC: L‘st «at; g 2 f 2 ,- r' 2 i :SQRW "l" , f = 2524’: w 250%”- :2 At a} @WS mth ...
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This note was uploaded on 02/01/2008 for the course CEE 212 taught by Professor Lynch during the Winter '06 term at University of Michigan.

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Class 4 - Strain in Solids - M me/ Qwaaagm fviag? {Zigag W...

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