Question: Learn how to compute effective net areas for staggered bolt configurations and practice the design process. The plate below is a tension member with a

Learn how to compute effective net areas for staggered bolt configurations and practice the
design process.
The plate below is a tension member with a required strength, Pu, of 220 k. Based on the limit states of
gross section yielding and net section rupture, find the smallest plate thickness that can be used to safely
resist this load. Ensure that this designed plate thickness is practical (see Slide 51 of the introduction
PowerPoint notes)

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