Assume I have a SYP 4x4 post and on top of it I have one of these
How do I calculate the maximum load on the 1' side before the top 4x4 will shear off? This load would be gradually applied.
I have found span charts and tables but nothing to determine the failure load of a 4x4 cantilevered 1'.
Ascii diagram (fixed font): side view how much v ____________________________________ | . . . . . . ___________ | |__________________|___________|_____| \ | | \ Plywood |___| \ traingles | . | \ on both | . | \ sides | . | \ | . | \ | . | \ | . | \ | . | \ | . | \ | . | | |