Kathia Buena
Industrial
Hello,
If I´m using Detail a - Figure F.2, D=16m (52.49ft), H=12m (39.4ft), P= -0.25psi/+0.5psi, is it possible to meet 5.10.2.6 a 3)?
3) The roof is attached to the top angle with a single continuous fillet weld on the top side (only) that does not
exceed 5 mm (3/16 in.). No underside welding of roof to top angle (including seal welding) is permitted.
Per 4) The roof-to-top angle compression ring is limited to details a through e in Figure F-2, seems possible, but i have the doubt due previous paragraph 3), where it seems to indicate that only details b to e could be used, and not a.
Thanks in advance.
KB
If I´m using Detail a - Figure F.2, D=16m (52.49ft), H=12m (39.4ft), P= -0.25psi/+0.5psi, is it possible to meet 5.10.2.6 a 3)?
3) The roof is attached to the top angle with a single continuous fillet weld on the top side (only) that does not
exceed 5 mm (3/16 in.). No underside welding of roof to top angle (including seal welding) is permitted.
Per 4) The roof-to-top angle compression ring is limited to details a through e in Figure F-2, seems possible, but i have the doubt due previous paragraph 3), where it seems to indicate that only details b to e could be used, and not a.
Thanks in advance.
KB
