A frame is formed by two metallic rectangular cross sectional parts soldered along their inclined planes as illustrated in Fig. P1.6. What is the permissible axial load Pall that can be applied to the frame, without exceeding a normal stress of or a shearing stress of Tall on the inclined plane? Given: a = 10 mm, b = 75 mm, t = 20 mm, Θ= 55°, = 25 MPa, and = 12 MPa. Assumption: Material strength in tension is 90 MPa.
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