Determine maximum normal stress in each of links be and cf

Reference no: EM13297134

Rigid members ABC and DEF are joined with steel links BE and CF using 25mm pins. The links are made of 25mm thick 50mm wide plates and are single shear. Determine the maximum normal stress in each of links BE and CF (ii) the change in length of each link, and (iii) the shear stresses in the pins at B and C.

Reference no: EM13297134

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