Recent content by ErZaZee

Mind if I ask, what will this new beam carry or what is the purpose of this new beam? What kind of slab is this?

Did you put poly sheet under the grade slab? You should bond the topping to reduce the probability of cracking.

How about ice accumulation?

Nice question JAE. hehehe...

I prefer two separate computers. But the essence is still the same...I still use two monitors.

Post-installed anchors are usually used for lightweight structures.

Thread maximum length 5" as far as I know G maybe for hot-dip galvanized.

Just a thought, do you consider impact load on this one?

C4.8.3 "...vehicles, however, a design load of 40 psf is recommended with no allowance for reduction according to bay area." ASCE 7-05

What is your bearing capacity and soil modulus?

It depends on the code you are using. Most specially you have to consider the effects of moving loads.

All the loads that will act on the structure. Use load combinations as per code and make a structural analysis to determine how much load will be carried by your columns. There are lots of loads to consider so please consult a structural engineer.

Try consulting a structural engineer before pursuing this project.

Decking will provide a better finishing of the slab soffit if required by the owner/contractor. Less steel is required and less form supports and scaffoldings. Just place it on top with shear studs on top of a reinforced cap beam. Or you can try the concept of a hollow core slab placed on top of...

I'll check this RISA-3D other members are talking about and see if it will live up to the legend.