Sunil237 Posted yesterday at 00:35 Author Share Posted yesterday at 00:35 The structural engineer provided this as the alternate UB 356x171x67. The RHS weighs 500kg, where as the UB will be 600kg, making things significantly more challenging logistically. On 20/11/2024 at 11:05, Russell griffiths said: Build the opening smaller then, stick to around 5m. having built two new houses and multiple renovations with this type of extension on the back I can’t think of a reason for such a big door. we where going to have two sets of 5m wide doors in the back, but went for one and a picture window, and our view out the back is probably better than 95% of peoples, we just couldn’t see it being used fully, and the impracticalities were many. A 6.5m wide opening looks good on the fancy architects plans. but that is all. pros and cons of such a big opening. CONS. future deflection effects door working properly Expensive steel more calculations very expensive door problems with such a door in the future how many days in England will you actually want it fully open smaller reveals on the inside restricts furniture and kitchen layout. PROS. You can show your friends what a big door you have. I really do appreciate the complexities created by such a large opening, infact my wife wanted 7.2m initially!! I've talked her down to 6.4m so far.. Is there a reason for 5m specifically and do all these issues drastically reduce at this mark? Link to comment Share on other sites More sharing options...
saveasteading Posted yesterday at 01:19 Share Posted yesterday at 01:19 40 minutes ago, Sunil237 said: Is there a reason for 5m specifically No. In simplistic terms, the implication of changing length is the square of the span, so any change is significant. Then when a section of steel doesn't quite have the capacity, there is a jump up to the next weight. Not all the steel sections listed are readily available. The steel is going to be £/t. Link to comment Share on other sites More sharing options...
scottishjohn Posted yesterday at 07:28 Share Posted yesterday at 07:28 (edited) 6 hours ago, Sunil237 said: The structural engineer provided this as the alternate UB 356x171x67. The RHS weighs 500kg, where as the UB will be 600kg, making things significantly more challenging logistically. any digger or telehandler that can lift 500kgs will lift 600kg quite sure if you going for a "genie" same will be true you certainly not lifting either by hand so no problem if you really want such humungus opening then have slim post in the middle ,that will change everything .could be round or square and could be bolted on the sides to the beams -making each one half the length and a lot lighter as now the span is only half to a support and willl you really notice a post that much? - i doubt it if lined up with joint in the framing on the other side have you considered how much heat that size hole is going to add to that room when sun iis out and how much extra heat loss there will be with that size of glass at that size you are going to be thinking about a Brise soleil shading system tyo stop overheating in height of summer Edited yesterday at 07:35 by scottishjohn Link to comment Share on other sites More sharing options...
Russell griffiths Posted yesterday at 08:39 Share Posted yesterday at 08:39 What we haven’t seen is a plan, show us a layout of what you want to build. I will stand by my thoughts that a smaller door would work. or go even smaller and a large picture window. has the SE said anything about supporting this beam. Link to comment Share on other sites More sharing options...
Sunil237 Posted yesterday at 10:59 Author Share Posted yesterday at 10:59 (edited) Thanks guys, attached the PDF of the floorplan here. Heating has been considered as I have a heatpump going in, the engineer has done a full heat loss calc 1.pdf No the SE hasn't suggested supporting the beam, he was confident with the rectangle box beam though. Edited yesterday at 11:00 by Sunil237 Link to comment Share on other sites More sharing options...
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