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Recent content by Encoeng
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Masonry Deflection for Long Horizontal Spans
Our office is working on a number of banks that have teller drive-thrus with 2 to 4 feet of masonry veneer. On some of the jobs, the spans for the supporting beams are 50 feet long. If we size these beams for L/600, we get a huge member that seems excessive. Is there a differnet guideline to...- Encoeng
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- Replies: 2
- Forum: Structural engineering general discussion
