Problem

A load P = 12.0 kN is applied to the clamp shown in Figure P9.20. Detenni.ne the circumfer...

A load P = 12.0 kN is applied to the clamp shown in Figure P9.20. Detenni.ne the circumferential stresses at points B and C, assuming that the curved beam formula is valid at that section.

FIGURE P9.20

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Solutions For Problems in Chapter 9