MJamesUW
Electrical
- Feb 16, 2007
- 2
Hi,
I have a question regarding how to calculate the load bearing capacity of welded joints. I am somewhat practiced in Statics / Mechanics of Materials type calculations on a theoretical level, but I have never learned how to determine when a weld might break. I think I would be fine in calculating how, for example, square HSS tube might perform as far as the tube itself is concerned. However, my knowledge of the strength of the welded joint is lacking. In the past I have seen people over engineer racks/stands/etc.to save calculation time, but I’d like to understand the calculations. Could someone explain how to calculate weld strength / when a weld might break with an example?
Ex. Say I decided to make a stand.
- Rectangular top (4 pieces of ASTM A500 1.5” x 1.5” HSS welded together)
- 4 legs ( Same material and size – welded to the rectangular top)
- Some angle tabs welded to the bottom of the legs to lag the stand down
- Say, make the legs 3’ long
How can I determine the max mass this stand could support? I’ve been meaning to understand this for some time.
Thanks very much,
MJ
I have a question regarding how to calculate the load bearing capacity of welded joints. I am somewhat practiced in Statics / Mechanics of Materials type calculations on a theoretical level, but I have never learned how to determine when a weld might break. I think I would be fine in calculating how, for example, square HSS tube might perform as far as the tube itself is concerned. However, my knowledge of the strength of the welded joint is lacking. In the past I have seen people over engineer racks/stands/etc.to save calculation time, but I’d like to understand the calculations. Could someone explain how to calculate weld strength / when a weld might break with an example?
Ex. Say I decided to make a stand.
- Rectangular top (4 pieces of ASTM A500 1.5” x 1.5” HSS welded together)
- 4 legs ( Same material and size – welded to the rectangular top)
- Some angle tabs welded to the bottom of the legs to lag the stand down
- Say, make the legs 3’ long
How can I determine the max mass this stand could support? I’ve been meaning to understand this for some time.
Thanks very much,
MJ