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EGR 246 STRENGTH OF MATERIALS SUMMER 2020 <CHPT 9 Problem 9.6 Part A Determine the stress components acting on the inclined p

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  1. imr * Analytical method: [equilibrium method ry A (ACE) 190 с B с facie by BCXL) Tu CS Scanned with CamScannerEfn=0 Darby Tx in B) Cosg(+ Ty (Bc yigt sino LOSO AB A coso - Tuse) sino Tz costo + Ty sinto (0520 2 ។ Ox (1410510 T. Txt oyT (ACX ) kryl Bolt) E Fn = 0 (AC)t BC tay (ABX) S960 + Zyx (Bay) ös de = zzy lat.] square + tyle Sing COSE AC yasina coso Tag2224 Ty rox -Tj (0520 + Zxy Sinzo - G + L + (© 2-59) sinto † tay c0526 Convention :- VG ve tve CS Scanned with CamScannerwe need Consider Sign Convention for angle B 58 0=500 AA 2409 o is tve A Oistve 0 =50 is regivitive given Here = 518i VLOS 20 or + -6] + (] exy Sine 5 +3 5-3 + (Os 21-50) + 2 2 8 sin 2(-50) + 8 sin (100) SS 4 + I cos(100) 4 + 6 0.1736) + (-7.8
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