Punching shear on Elevated Compostie Deck
Punching shear on Elevated Compostie Deck
(OP)
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?






RE: Punching shear on Elevated Compostie Deck
RE: Punching shear on Elevated Compostie Deck
RE: Punching shear on Elevated Compostie Deck