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Design of Single Plate Shear Connections
Two different design procedures for single plate shear connections are followed. One is for the case when the beam
flange is connected to carry the beam end moment, and the other is for the case when the beam end moment is zero.
In either case the following items are checked:
1. Eccentric load strength of bolts
2. Plate shear yielding, shear rupture, and block shear rupture strength
3. Bending Stress in Plate
4. Bolt bearing on the plate and beam web
5. Weld strength
The equations used for these checks are printed in the calculation report in detail.
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