Mar 9, 2017 #1 kingpenn3 Structural Feb 22, 2017 13 0 0 US Punching shear on an elevated composite deck is based on a critical perimeter sort of like a footing. Does any have the formula for calculating the critical perimeter?
Punching shear on an elevated composite deck is based on a critical perimeter sort of like a footing. Does any have the formula for calculating the critical perimeter?
Mar 9, 2017 #2 dylansdad Structural Nov 15, 2005 132 0 16 US b0=2*(side1+side2+2*tc); where tc is the thickness of concrete above the deck. Upvote 0 Downvote
Mar 14, 2017 Thread starter #3 kingpenn3 Structural Feb 22, 2017 13 0 0 US side 1 and side 2 being the width of the column base plate? Upvote 0 Downvote
Mar 14, 2017 #4 dylansdad Structural Nov 15, 2005 132 0 16 US yes; width and length Upvote 0 Downvote