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65702575f8
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feat: strut constraint + construction layers for dome MCP
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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
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2026-06-23 14:05:46 +02:00 |
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