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I am doing a preliminary design of a king post wall This avoids tension connections through the use of wood to wood bearing. I have determined the overturning moment as normal for a 1m width section (into the page)

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The posts are spaced at 2m c/c House, mortise and tenon the ridge beam into the side of the king post, and then mortise and tenon and house the rafters into the king post as needed to hang the king post from the rafters My question is, how do you account for post spacing

For a 2m spacing, should i multiply the overturning moment by 2.

I am designing this king post wall with a retained height of 2.35m This is going to be a garden wall inside a residential property and it will retain just garden so there are no roads, existing structures or services on the back of the wall I have been asked to check a proposal for a 7 metre high retaining wall in a gravelly clay It is proposed to use a king post type wall with timber sleepers forming the lagging between the steel posts

The posts are proposed to be 7m above ground with an embedment of 3m The required king stud width will probably be getting rediculous, so a steel tube or channel may be in order in place of some of that wood. The diaphragm action noted in an earlier post has been used to justify hips without king posts I have talked at length with some other engineers who have modeled the sheathing/hip/roof system in risa 3d

They apparently got a roof system to work, although they had to fudge one node (i will expain more if you're interested)

I think your deflections would be too high with a king post wall The magnitude of deflections of these types of walls is highly dependent on the workmanship, can you guarantee that In any case you would want to do pre, during, and post construction survey of the brick building Any slight cracking etc and youre setting yourself up for a loss.

King studs only for wind, and sill plate only for wind If you don't want to size a sill plate for the header, the header lateral resistance is just a single ply's properties multiplied by number of ply's so you don't have to really worry about composite action and size the screws/shear flow for that. Your best bet is to run the king post continuous to the top of the rafters