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10,0 (مرد) ) 4 010) Fig 6 Evaluate the stiffness mateix shown in fig. 4 Assume plain stress condition. Take E= 30x106 MP
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10,0 (مرد) ) 4 010) Fig 6 Evaluate the stiffness mateix shown in fig. 4 Assume plain stress condition. Take E= 30x106 MP
10,0 (مرد) ) 4 010) Fig 6 Evaluate the stiffness mateix shown in fig. 4 Assume plain stress condition. Take E= 30x106 MPa M= 0.25 t= 1mm Assume the element nodal displacements are u= M, ²0.0, V? 0.0025 M = 0.0012 V2 20.003=0.0- 2 V. 0.0025 3. Determine element stresses
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