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Eccentrically Loaded Bolt Group Design
rows Gauge mm Eccen. Information cols Pitch mm mm Pf= kN
Eccentrically Loaded Bolt Group Design
Eccentric Load Coefficient C = bolt group capacity: P r = C . Vr (Vr - one bolt shear capacity)
Review Report
Shear, Tension Factored Load for Special Case kN kN Tf = Vf=