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Bolted Stiffened and Unstiffened End Plate Connections
It consists of 3 different types.
The factors determining the behavior of the combination; beam cross-section reaching to yield under bending effect, end plate reaching to yield under bending effect, yielding of column panel area, rupture of bolts under tensile effect, rupture bolts under shear effect.
The controls listed above are applied automatically and detailed explanations and references and parameters used in the account are given in the report.
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