The loading on an element is shown in Fig. 1. Loads are steady and no stress concentrations are present. Assume maximum shear theory to be valid. Take σyp as 400 MPa.
(a) Find the value of the Fs for the CDEF plane.
(b) Find the value of the Fs for the ACGE plane.
(c) Find the value of the Fs for the AFGD plane.
Figure 1

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