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- 12 Jun 2020
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Hi, just wondering what would be better.
I want to reroute the hot water tank in the loft when it gets converted. This part will be studded off the load bearing wall but want the eaves to store the tank etc.
Blue line has a load bearing wall beneath
Red line- assumed doubled up 8x2 with joists hanger to take binder loading for remaining 4x2 ceiling joists
Side to side span- 3.8m (wall to load bearing wall on right)
Making pockets bigger and putting new 8x2 joists in
Back to front will be around 1.5m
Or put 8x2 on hangers off the new doubled up 8x2 beam
Looking at span tables- c24 on 400mm centres. even with dead load at More than 0.50 but not more than 1.25Kn/m2
It allows 3.92m span, so I assume running side to side would be better to not put excess loading on one beam unnecessarily
Thanks in advance !
I want to reroute the hot water tank in the loft when it gets converted. This part will be studded off the load bearing wall but want the eaves to store the tank etc.
Blue line has a load bearing wall beneath
Red line- assumed doubled up 8x2 with joists hanger to take binder loading for remaining 4x2 ceiling joists
Side to side span- 3.8m (wall to load bearing wall on right)
Making pockets bigger and putting new 8x2 joists in
Back to front will be around 1.5m
Or put 8x2 on hangers off the new doubled up 8x2 beam
Looking at span tables- c24 on 400mm centres. even with dead load at More than 0.50 but not more than 1.25Kn/m2
It allows 3.92m span, so I assume running side to side would be better to not put excess loading on one beam unnecessarily
Thanks in advance !