RogerS":14i7wk3j said:A short thread on how I moulded the corner turn is here
viewtopic.php?f=23&t=6785&p=110521#p110521
A milestone. I have no more spindle moulding to do. No more wreaths to make. Still a lot of fettling, filing, carving and sanding but we're getting there.




RogerS":26vdfz1f said:But the tops of the three corner spindles is a bit of a nightmare - especially the one on the right as the top is a compound angle and I'm struggling to find a good way of getting this measured....any suggestions very welcome especially as we move on down to the main wreath.
Robert":yfsgxokr said:RogerS":yfsgxokr said:But the tops of the three corner spindles is a bit of a nightmare - especially the one on the right as the top is a compound angle and I'm struggling to find a good way of getting this measured....any suggestions very welcome especially as we move on down to the main wreath.
suggestion...A short spindle or batten with 4 long thin metal angles (say 8mmx8mm x 200mm) held onto the corners of the batten at the top end by elastic bands. Slide the angles until they touch and you will have your cutting angle. Might need to taper the ends so you get point contact.
9fingers":34kbz37f said:Possibly not the right thing to be saying but from the first time I saw that staircase, long before you said anything about changing it, I really liked it.
Bob
9fingers":3g1r9bmg said:Possibly not the right thing to be saying but from the first time I saw that staircase, long before you said anything about changing it, I really liked it.
Bob
RogerS":161fktaf said:
Sheffield Tony":22antcov said:RogerS":22antcov said:
I admit I know nothing about staircase design. And I know this is probably a terrible time to ask. But without any newel posts :shock:, what provides strength to that hand rail ? It looks a bit alarmingly lightweight to me. If I lean on the top handrail do I and up with a scene looking like a bar room brawl in a cowboy movie ?
Sheffield Tony":2902hkhe said:I don't think how you plan to use it is relevant; its purpose is to prevent nasty accidents. You could extend the same argument to justify leaving it completely open ! And a part of the justification of building regs is to ensure safety, within reasonable working assumptions, for future users. I can't see where he structural strength in that handrail comes from. Just perhaps worth thinking on.
Jonathan":17nr4d3t said:Rodger, love the improvements you have made on the balustrading, for me it's a 100% improvement......



Malc2098":3m7genwb said:Will you make a feature or put a finial on the top of the newel, Roger?
RogerS":2wgeuwoq said:Malc2098":2wgeuwoq said:Will you make a feature or put a finial on the top of the newel, Roger?
:eusa-think: Mmm...a finial ?? Interesting idea. Not sure TBH. I thought probably keep it plain but will run that idea past CDA.
