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Force acting on the maximum loaded bolt (bolt g) per shear plane, Fm.d.max (equation (12.7))

Force on each bolt per shear plane from the projected load acting along the beam span, Fv.d

Force on each bolt per shear plane parallel to the grain of the beam, Fh.d

Resultant force acting on bolt g per shear plane (g is the maximum loaded bolt in the group under the loading configuration being used) Fd (equation (12.9))

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