Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations JAE on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

HSS End Plate Weld

Status
Not open for further replies.

Galambos

Structural
Joined
Jun 27, 2005
Messages
231
Location
US
I am looking for a PJP end plate weld to an HSS that is 1/4" thick. I have two that I believe I can choose from. BC-P2 on AISC pg 8-53 and BTC-P4 on AISC 8-55.

BTC-P4 would be ideal, however, it appears that even though it lists the thickness as "unlimited", there isnt enough material to form the weld. Since f=1/8" min, that leaves 1/8" material. The total weld size, E, is S-1/8", which would be 0".

Am I seeing this right?
 
For a PJP weld, the best you will get is E=1/8". For the groove weld, bevel the ends the full thickness (1/4x1/4) and you will get the 1/8" effective. The square PJP will also get you an 1/8" effective using a root opening of 1/8".
 
Teguci, the weld you mention is not prequalified. The land "f" is zero, while the procedures noted require a minimum of 1/8".

Galambos, I've come scross this problem before, too. I see it the way you do.

A further complication is your 1/4"-thick HSS has a design thickness of 0.233", slightly less than 1/4". I don't know if we're allowed to use nominal thicknesses when figuring weld sizes, or if we must use the design thickness.

Might another welding process work? BTC-P4-GF in the flat or horizontal position would give you an E equal to S.
 
Yup, not paying attention. Can still do a square weld or just add the backer bars and provide a C-L1a full pen.
 
What about slightly oversizing the End Plate and fillet-welding instead?
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top