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31.564 kN

334,399 kN

0.094

Beam Shear Yield

In the case of the block shear limit state, the gross area yielding of the tensile plane The shear strength of connecting elements in shear is the minimum value obtained according to the limit states of shear yielding and shear rupture. Shear yielding is checked according to AISC 360-16.

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Result

31.564 kN

122.166 kN

0.258

Plate Shear Yield

The gross area yielding of the tensile plane shear strength of connecting elements in shear is the minimum value obtained according to the limit states of shear yielding and shear rupture. Shear yielding is checked according to AISC 360-16.

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Result

31.564 kN

338.77 kN

0.093

Plate Shear Rupture

The net area rupture of the tensile plane of the connection part shear strength of connecting elements in shear is the minimum value obtained according to the limit states of shear yielding and shear rupture. Shear rupture is checked according to AISC 360-16.

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