Trabalho Resmat

Mohrs Circle Transformations Module Back File Analysis Options Failure Theories Help x direction y direction xy direction Normal Stress Normal Stress Shear Stress 80000 10000 60000 Tension Compression Tension Compression CW on x face CCW on x face Principal Stress Orientation Max Inplane Shear Stress Orientation Compute Details MPa Show Absolute Maximum Shear Stress txy Max 75000 MPa txy Max O p2 2657 p1 5313 p1 110000 MPa p2 40000 MPa C 35000 MPa R 75000 MPa Compute Normal and Shear Stresses at Arbitrary Orientation Angle from x axis to n axis Compute sn80000 MPa Tension st10000 MPa Compression tnt60000 MPa CW on n face σx80 MPa σy10 MPa τxy60 MPa θp tg2θp2τxyσxσy 2θptg¹2608010 2θp5613 θp5613226565 θc tg2θcσxσy2τxy 2θctg¹8010260 2θc36869 θc36869218434 R80102²60²75 MPa Rτxy max75 MPa σmedc8010235 MPa Meio do círculo σmáx3575110 MPa σp1 σmín357540 MPa σp2 θ0 xσxτxy8060 yσyτxy1060 Represente o círculo do Mohr Destacando a tensão média σmed as tensões principais σ1 σ2 e a tensão cisalhante máxima τmáx no círculo Destacando o ponto da circunferência correspondente a θ0 Calcule a orientação destas tensões e desenhe os elementos de tensão correspondentes σx σy τxy 300 MPa 100 MPa 80 MPa CW 250 MPa 50 MPa 40 MPa CW 80 MPa 10 MPa 60 MPa CW 150 MPa 10 MPa 100 MPa CW