Does anyone one have any information in regards to geometric and mechanical properties of 3/8" ribbed metal lath used with poured concrete as a slab in the 1950s?
Does anyone have a design example of a cross bracing connection with gusset plates?. The members are square HSSs and I am looking for a design example (or a reference) for the connection between the two cross bracings with a gusset plate.
I am looking for information on a slab made up of 3" stone conc fill over deck type nkx-16-16. Has anyone see load tables, geometry, etc, for that type of slab?