rjim
Structural
- Feb 13, 2002
- 3
Ron,
If you had to install 6- W8by31(8"by8"
wide flange beams 7'long to side supports of 1/2 steel, running consecutively 3'apart with a load of 50,000lbs on them. How would you calculate this? How much weld should go into welding these flanges?
Thanks,
Jim
If you had to install 6- W8by31(8"by8"
wide flange beams 7'long to side supports of 1/2 steel, running consecutively 3'apart with a load of 50,000lbs on them. How would you calculate this? How much weld should go into welding these flanges? Thanks,
Jim