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> A37 MPa 24 MPa 23 MPa -X Figure 8 x.y stress element loaded in plane stress. Problems 17-18 Find the stresses on an element

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37 MIPA 24 Nepa → 23MPa x = 23 MPa 600 = 37 MPa Txy = 24 MPa Step- stresses on Element at Q=30° 1) sin 22 (orta) + (x - 2) co7 - by sin gat Cosaa buy 2 Trg ( 13.347) sino0 + 24 costo .. 18 MPa Thus 47.28 MPa Y = 12-72 MPa Exly - 18 MPa 176 An planeHence Perncipal shesses ! SS MPa 5 MPa Angle of Principal Plane, tan 20p Tary coll (2 g tanqap 1) 18 247.98-12-72 20p tan 36Thus Angle of ouientation of Principle stress from Original plane is (23.1 +50) 5 , (186.9+50) 53.10 9 186.900 OP ӨР 53.19 55

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