We are designing a large commercial warehouse. The distance from the exteriors vertical bracing are large (around 300 ft.)
We have a large axial load in the roof steel deck diaphragm, the loads exceed the resistance of the connectors of the deck. We decide to use steel angle (2L) sections as...
Hello,
I am designing foundation for a warehouse where the level of bedrock is relatively high. Approximately 10 to 15 ft from the final grade.
We will use caisson diameter from 3 to 4 ft. socketed 4 feet into bedrock. I was wondering if i still need to use ties beams considering that caisson...
I'm designing a concrete reclaim tunnel with 1.5meter thick walls and slab.
I'm looking for a reference book or paper for any precautions to take care.
Anyone have any can send me one, thanks
I would like to know a reference or a method to calculate the shear transfert of a new concrete beam to a concrete existing column.
News rebars will be anchored on the side of the column, I don’t know if I can use the steel area of the rebars to transfert the shear?
Thanks
Waldo
