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osb punching/bearing
how could i derive strengths for punching and bearing capacity for concentrated loads on osb panels. i have developed a concentrated load based on bending capacity, but this load seems very small in comparison to the uniform load capacity. any help would be appreciated.
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2001 nds supplements, panels section. this contains design procedure for panels in bending and shear. i don't think there's anything in there for bearing per se but it's a start. |
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