side sheeting sag rod arrangement
side sheeting sag rod arrangement
(OP)
Dear All,
Please find attached file containing the Sag Rod Arrgt we are providing for the Side sheeting of an Enclosure.
I have Doubt that the Top Sag Rod Arrgt like truss is good enough to transfer the Gravity load to colmns,
Is there Any other Good method of Transferring the load is there?
Side Sheeting Weight is around 25 kg/m^2
regards,
senthil
Please find attached file containing the Sag Rod Arrgt we are providing for the Side sheeting of an Enclosure.
I have Doubt that the Top Sag Rod Arrgt like truss is good enough to transfer the Gravity load to colmns,
Is there Any other Good method of Transferring the load is there?
Side Sheeting Weight is around 25 kg/m^2
regards,
senthil






RE: side sheeting sag rod arrangement
If you cannot attach the sag rods to the beam above, maybe they can add a beam above the top girt. It would need to be sized to take the weight of the girts and siding it is supporting.
RE: side sheeting sag rod arrangement
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.