BLAST LOAD EFFECT ON SADDLE SUPPORT
BLAST LOAD EFFECT ON SADDLE SUPPORT
(OP)
Client commented to design the saddle support to resist a blast load of 35 KPa. I checked over the internet how to deal with. Somewhere i found that this can be added as wind pressure. I performed this calculations in Pv Elite and I found the stresses 2 times the allowable. We already constucted the saddle. Can anybody provide me guidance whether my procedure is right.





RE: BLAST LOAD EFFECT ON SADDLE SUPPORT