VX: Bolted End Plate Design

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Fully restrained bolted end plate moment connections are designed in VAConnect according to the AISC Steel Construction Manual and according to the AISC Design Guide 4 using the four-bolt unstiffened configuration. Note: The AISC Design Guide 4 procedure uses a yield-line analysis to design the end plate and column flange to ensure that both remain elastic and thick plate behavior is achieved. With thick plate behavior, the bolts are not subject to significant prying forces.
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How to the checks and calculations change when you add a thermal break in between the end plate and column?

roberthaley