StructCADLAUNCH STUDIO

ETABS → Drawings · no desktop CAD required

Structures,
detailed.

Drop an .e2k or F2K text export and StructCAD details walls, columns, beams and footings — splicing bars every 12 m, snapping to commercial lengths, sizing closed stirrups and footing meshes — then renders AutoCAD-grade DXF sheets with a unified bar bending schedule, persisted in PostgreSQL.

Open the Studio
1:50 elevationsBBS exportDXF / AutoCAD
+16.20 T.O.S.ANSI31LAP = 50 · d12 M SPLICING2x16T12@20TH=35cmBOUNDARY ZONEPOS №7P1 · SW2 · ST4BAR BENDING SCHEDULECRANK SPLICE1:50 ELEVATION+16.20 T.O.S.ANSI31LAP = 50 · d12 M SPLICING2x16T12@20TH=35cmBOUNDARY ZONEPOS №7P1 · SW2 · ST4BAR BENDING SCHEDULECRANK SPLICE1:50 ELEVATION

The engine

The desktop add-in, re-engineered for the web.

Four disciplines, one file

Walls, columns, beams and footings parsed and detailed from a single .e2k export — unified POS numbering across the whole structure.

parseE2KText()

Detailing engine

Commercial lengths {240…720}, 50·d laps, 12 m beam & wall segmentation, roof hooks, closed stirrups, footing dowels and boundary-zone defaults.

engineerModel()

CAD-grade renderer

ACI palette, ANSI31 boundary hatching, T.O.S. markers, cranked splices, coupler symbols and architectural dim ticks — as crisp SVG.

1:50 / 1:100

BBS + PostgreSQL

Positions auto-merged by ⌀|length|shape, per-diameter totals and steel weight — one-click layered DXF sheet, CSV, or persist and reload whole models.

Drizzle ORM

Pipeline

Five passes, zero clicks.

01

Ingest

.e2k / .$et drop, demo tower, or a saved model from the database.

02

Parse

Tables, continuations and quoted keys — identical precedence to the VB parser.

03

Engineer

Bottom-station filtering, SW stack grouping, beam proximity detection at 30 cm.

04

Detail

Laps, hooks, splice pieces and position numbering across every story.

05

Deliver

Full-sheet DXF (plan + elevations + BBS) for AutoCAD, CSV and PostgreSQL persistence.

SAMPLE OUTPUT — SW2 · 14 M WALL · 5 STORIES● LIVE RENDER
14004L=12205L=2652x17T12@2062x6T25@20L=600TH=35cm1400340SECTION SW2+3.40 T.O.S.+0.00 T.O.S.60504L=12205L=2652x16T12@2072x6T25@20L=480TH=35cm1400320SECTION SW2+6.60 T.O.S.4L=12205L=2652x16T12@2072x6T25@20L=480TH=35cm1400320SECTION SW2+9.80 T.O.S.4L=12205L=2652x16T12@2072x6T25@20L=480TH=35cm1400320SECTION SW2+13.00 T.O.S.4L=12205L=2652x16T12@2082x6T25@20L=340TH=35cm1400320SECTION SW2+16.20 T.O.S.ELEVATION SW2