Regarding calculation sheet for bolt connection of workshop, warehouse. PTSC subcontractor have calculated following your note 15 drawing no. 15 LP1-TKC-10XXX-C-C1-DRD-0002-3 structural steel work general note, we found that with input data full strength the bolt number will be large and occur so many clashing between connection bolt and clip (see attached). Therefore, we would like to propose reduction of input data equal to 75% (full strength) renove cover plate and change of some clip position to avoid clashing. I hereby attach calculation sheet for connection splice W18x119 Pls review and confirm our proposal.
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