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9. Shear Lug Design

DeWolf Method Max. Bearing Stress fp ..... Bearing @ Critical Section Moment @ Critical Section Moment due to Rod Tension Design Moment @ Plate .... Plate Thickness tp ..... 0.11 0.11 0.59 0.00 0.59 0.27 ksi ksi k-in/in k-in/in k-in/in in OK 1

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