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Recent content by struct1954
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Pier Cap Shear Design
What is standard practice for a rectangular pier cap shear design? The pier is a multi-column pier. When I use the Simplified Procedure for Nonprestressed Sections, using a beta of 2, my shear capacity is around 460. If I use the General Procedure, which calculates beta to be 1.1, my shear...- struct1954
- Thread
- Replies: 2
- Forum: Bridge engineering
