WillTools 2026-09-09 -- clean snapshot of the development repo for review

History-free snapshot of the private development repository at cbe45c5 (2026-09-09). Code, docs and public catalogue only; no plant or job knowledge layers, no client or job names (tools/scrub.py clean). The intro deck is left out of this snapshot because its slide images could not be checked for job drawings.
2026-09-09 08:32:15 -05:00
commit 8e6ee31596
406 changed files with 223435 additions and 0 deletions
@@ -0,0 +1,77 @@
+# Panel Lift input control — align job.json to Eriksson's HandlingData
+
+Will 2026-08-28: "照着写一下 panel lift 的输入控制" — the sample .ewf
+files in `sample data/design/` are the reference (12 EWF + 4 PDF).
+This document maps OUR job.json to Eriksson's HandlingData so the input
+control speaks the same shape. Code changes wait for Claude's review
+(Monday); this is the mapping to review.
+
+## Current job.json (liftexport.export)
+
+```
+panel:   mark / design / length/width/thickness / weight / lifters[flat]
+         / blockouts / fc/fci / prestress(strands)
+rigging: mode / sling_angle_deg / group_tolerance_ft   <- GLOBAL
+stages:  [name, ...]                                    <- thin per-stage
+```
+
+## Eriksson EWF HandlingData
+
+```
+FaceLifters / SideEdgeLifters / TopEdgeLifters:   <- per-kind capacity
+    CapacityMethod, Tension/Shear/Initial/Final capacities, Name, ID
+Stripping / Transportation / PrimaryErection / SecondaryErection:
+    Options:
+      LoadMultiplier           (stripping 1.4)
+      TiltAngle / Min / Max
+      SlingAngleComputationMethod / SlingAngle
+      FaceLiftersOnOneCraneLine
+      AddGroundReaction
+      EdgeLiftersCarryTotalWeight
+      TopCraneLineCarriesWeight
+      ConcreteStrength (initial/final)
+      LiftType / StressLimit
+    Lifters[]        <- per-stage selection
+    DunnageBlocks[]  <- per-stage
+    Rigging[]        <- per-stage
+```
+
+## Mapping (our field -> EWF)
+
+| ours | EWF | note |
+|---|---|---|
+| panel.lifters[].family | FaceLifters/Side/Top kind | split by family role |
+| panel.lifters[].capacity_lb | FaceLifters.TensionCapacity | per kind now |
+| panel.lifters[].shear_capacity_lb | FaceLifters.ShearCapacity | |
+| panel.lifters[].basis_fc | CapacityMethod | initial/final |
+| rigging.sling_angle_deg | stage.Options.SlingAngle | PER-STAGE now |
+| rigging.mode | stage.Options.LiftType / SlingAngleMethod | |
+| (none) | stage.Options.LoadMultiplier | stripping 1.4 default |
+| (none) | stage.Options.TiltAngle min/max | new input |
+| (none) | stage.Options.AddGroundReaction | new input |
+| stages[].lifters | stage.Lifters | per-stage selection |
+| dunnage (global?) | stage.DunnageBlocks | per-stage |
+| (none) | stage.Rigging | per-stage rigging |
+
+## What this buys
+
+- The engineer's input control speaks Eriksson's vocabulary (sling
+  angle per stage, tilt limits, ground reaction) instead of our global
+  rigging.
+- The PDF results (per-stage reactions / stress tables) come from the
+  same per-stage structure, so output alignment follows input alignment.
+
+## Open questions for Will
+
+1. Which stages do we keep? EWF has 4 (Stripping/Transportation/
+   Primary/Secondary Erection); we have stripping/erection (+dunnage).
+2. LiftType / StressLimit enums: match EWF numeric codes?
+3. Do we adopt EWF's per-stage Rigging (sling config per stage) or keep
+   one global rigging for now?
+
+## Files touched when approved
+
+- `WillTools.extension/lib/vibe/liftexport.py` (job structure)
+- `panellift/src/panellift/*` (analyse_job consumes the new shape)
+- `WillTools.extension/WillTools.tab/Design.panel/DesignHub.pulldown/PanelLiftCheck.pushbutton/script.py`
+  (moved here 2026-09-05 from `Tools.panel/PanelLiftCheck.pushbutton/`)