Name of File 6360-77-11.pdf cached at 13/12/2017 01:18:48 - with 2 pages. pdfPath: E:\\CMS\webtest\files\44\44729eca-4e67-4089-a093-0c5467225c1f.pdf. thumbPath: E:\\CMS\webtest\files\pdfthumbs\44729eca-4e67-4089-a093-0c5467225c1f_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: 44729eca-4e67-4089-a093-0c5467225c1f_1.png

Members/subscribers must be logged in to view this article


Hipped roofs A number of members have contributed to this discussion. David Cuntrell writes from Norfolk: I am frequently faced with assessing the overall stability of hipped end conservatories, constructed in a variety of materials. These are often built or proposed with few or nonexistent eaves ties and bracing. This usually results in the design of rigid joints for the eaves ring-beam, to-make the structure ‘work’ (a difficult task when using small timber section sizes!).