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One-Way Flat Plate Punching Shear
Can anyone guide me to an example calculation for punching shear through a one-way flat plate slab? The popular "direct design" method is well enough documented, but what about if the slab isn't 2-way and doesn't have more than 3 bays in either direction? Is there a documented way of going...- RickyDawson
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- Replies: 3
- Forum: Structural engineering general discussion
