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2024-05-08 19:01:41
- #1
How are the "2H" to be understood? Maximum 2 full floors?
I would view the roof structure somewhat critically:
I would view the roof structure somewhat critically:
[*](Where) are the load-bearing purlins supported according to the sectional drawing?
[*]Why this type of "mansard hip roof" and not a pyramid roof?
Then all the ridge rafters would meet at a point and you get stable triangles.
[*]The dormers further weaken the overall rigidity (and by the way are missing in the plan view).
[*]For the knee wall, horizontally acting forces could be tricky, e.g. if the structure is designed as a rafter/common beam roof.
I would rather set the roof structure directly on the (reinforced concrete?) ceiling and if necessary make the roof pitch a bit steeper – depending on whether it has to fit, for example, into an older, established environment with >= 50° roof pitch or would do so.