Hi All,
what is different between C&C & MWFRS wind, in a structure what are the members need to be design with C&C wind? and what are the members need to be design with MWFRS Wind?
Thanks In advance
ok thanks for the reply
But the C&C wind pressure is almost 75 psf uplift (Zone 3), but usual roof wood joist is 2X6 24" O.C, how it's resist the this wind load, can some one please explain
Thanks in advance
Hi All
here attached the sketch
Not a moment connection, it's a interior columns so only axial load, total loads 25 kip http://files.engineering.com/getfile.aspx?folder=ee0bb4a6-ee5d-4208-90fd-d98e64b88239&file=Connection.pdf