feat: strut constraint + construction layers for dome MCP #155
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- 2m max strut length (FI12 rebar, 6m bars → 3× 2m cuts)
- Rebar bar count + waste calculation (excess → corner gussets)
- Construction layers: top-to-bottom welding sequence
- 10 layers for 3V half-sphere, apex at 4.82m
- Sam's proven method: start at apex, weld layer, lift, repeat
- 2m max strut length (FI12 rebar, 6m bars → 3× 2m cuts)
- Rebar bar count + waste calculation (excess → corner gussets)
- Construction layers: top-to-bottom welding sequence
- 10 layers for 3V half-sphere, apex at 4.82m
- Sam's proven method: start at apex, weld layer, lift, repeat
clawdie
added 1 commit 2026-06-23 16:56:09 +02:00
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Merge pull request 'feat: strut constraint + construction layers for dome MCP' (#155) from feature/0.12.0 into main
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Reference: clawdie/colibri#155
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