Two way slab shear and pattern loading
Two way slab shear and pattern loading
(OP)
Two questions--ACI 318-02 13.7.6.2 states that when using the equivalent frame method pattern loading is not required if live load is less than 3/4 of dead load and if it is variable. Does anyone see any problem with using this for a condo type of project. Second does anyone know of a program that calculates punching shear stress for the various conditions that you encounter in this type of project.






RE: Two way slab shear and pattern loading
RE: Two way slab shear and pattern loading
RE: Two way slab shear and pattern loading