Aluminum beam connection.
Aluminum beam connection.
(OP)
I need to design a decking system over a 12'x40' area (concrete) in a WWTP. The framing and decking must be Aluminum with SS anchor bolts.
I am familiar with AISC connection design methods outlined in the design manual, but usually spec single pl. connection designed by fabricator anyway.
I am not very familiar with aluminum and I don't believe that a single pl. is the best option so I'm afraid I must design it. Does anyone have any resources for aluminum connection design? Could AISC methods potentially be used if Al. material properties are substituted?
Thanks
I am familiar with AISC connection design methods outlined in the design manual, but usually spec single pl. connection designed by fabricator anyway.
I am not very familiar with aluminum and I don't believe that a single pl. is the best option so I'm afraid I must design it. Does anyone have any resources for aluminum connection design? Could AISC methods potentially be used if Al. material properties are substituted?
Thanks






RE: Aluminum beam connection.
RE: Aluminum beam connection.
RE: Aluminum beam connection.
RE: Aluminum beam connection.
RE: Aluminum beam connection.
ADM 2005 is the latest version, but ADM 2000 is easier to use.
RE: Aluminum beam connection.
Thanks Ron!