Is there a rule of thumbe when it comes to boxing out a beam for modular scaffold?
It seems to me that if you were to top and bottom chord where the modular puncheon comes off the beam and section brace near enough aswell as to have room to work the beam should,nt twist away?
some modular kit is 3m+ between standards, it seems a waste to put a load of gear in to restrain nothing but add time and load to the job.
Is this right or not?:wondering:
It seems to me that if you were to top and bottom chord where the modular puncheon comes off the beam and section brace near enough aswell as to have room to work the beam should,nt twist away?
some modular kit is 3m+ between standards, it seems a waste to put a load of gear in to restrain nothing but add time and load to the job.
Is this right or not?:wondering: