T
Tommcd
Evening all,
I understand the weight limits for plasterboard, backer board etc, but....
I was wondering what is a reasonable weight limit for the actual stud partition wall? (As in, what's the limit before the framework starts crashing down) Is this something I should be considering on jobs? and what about gypframe? Stronger, weaker?
Sorry if these are stupid questions! Cheers
I understand the weight limits for plasterboard, backer board etc, but....
I was wondering what is a reasonable weight limit for the actual stud partition wall? (As in, what's the limit before the framework starts crashing down) Is this something I should be considering on jobs? and what about gypframe? Stronger, weaker?
Sorry if these are stupid questions! Cheers