Upload your architectural drawings. MyStrukt reads them, builds your loading sheet, calculates every UDL, and pre-populates every member design. What used to take 45 minutes of manual spreadsheet work takes under 5.
Before a structural engineer can open a calculation tool, they're building a loading sheet from scratch. Manually. In Excel. On every single job. That's the problem no competitor has solved.
Every project starts with a loading sheet — dead loads, imposed loads, build-up weights, tributary widths. Engineers calculate this manually from BS EN 1991 tables and firm spreadsheets before they can enter a single number into a design tool. It's 30–45 minutes of work that adds zero engineering value.
30–45 min manual work before design startsLoading sheet in Excel. Member design in CADS. Foundation check in another spreadsheet. Narrative in Word. Every tool is a different format, a different file, a different version. The report assembly alone takes an hour.
4+ separate tools per projectTekla Tedds at £150+/month. CADS Member Designer dongles. MasterSeries seat licences you pay for whether you use them or not. Tied to one machine. No cloud. No mobile.
£150–£200+/seat/monthSoftware that spits out a utilisation ratio but won't show the working. Checking engineers can't verify it. Building Control can't follow it. You can't defend it at an enquiry.
No audit trailMyStrukt is the only platform that covers the full workflow — from reading your architectural drawings to generating the loading sheet, running every structural check, and producing a Building Control-ready PDF. No other tool does this.
Pre-populated UK domestic build-ups from BS EN 1991-1-1. Select your roof type, floor type, and wall construction — dead loads, imposed loads, and component weights are calculated instantly. No manual spreadsheet. No looking up tables.
BS EN 1991-1-1 · TRADA · SCIUpload your architectural PDF or DWG. MyStrukt's AI reads the drawings, extracts beam spans, room labels, storey heights, and structural notes, then pre-populates your member schedule. The engineer verifies — the AI does the reading. What used to take 30 minutes takes 2.
PDF · DWG · AI-poweredEC3 and BS 5950 checks — bending, shear, LTB, deflection, web bearing. Full plastic section classification. Every formula shown, every clause referenced. Loads pre-populated from the loading sheet — no manual re-entry.
EC3 · BS 5950EC5 and BS 5268 for C16–C40 softwood, hardwood, glulam, and LVL. Bending, shear, bearing, LTB, vibration check to SCI P354. UK National Annex applied throughout.
EC5 · BS 5268Strip and trench-fill to EC7, Approved Document A, and NHBC Chapter 4.2. Tree proximity tables, made-ground adjustment, and padstone sizing from beam reactions — all auto-calculated.
EC7 · AD-A · NHBC 4.2Catnic and IG lintel selection direct from manufacturer loading tables. Input your opening and masonry, get the lintel designation. Linked to the beam above and the padstone below.
Catnic · IG · KeystoneReactions cascade automatically from beam to column to foundation. Change one input — the whole project updates. Beam reaction auto-populates the padstone and feeds directly to the foundation module.
Phase 2 — Coming 2026Single and multi-bay portal frames to EC3 and SCI P399. Full wind loading to BS EN 1991-1-4, elastic-plastic analysis, rafter and column design, haunch proportioning, and eaves connections.
Phase 2 — Coming 2026End plate, base plate, and haunched connections to EC3-1-8 and SCI P358/P398. Full bolt group analysis, weld design, column web panel shear, and stiffener requirements.
Phase 2 — Coming 2026One-click export of a fully formatted calculation pack — loading sheet page 1, coversheet, engineer sign-off fields, member calculations with full working, padstone schedule. In the format BCOs recognise.
BC-ready formatEC3 and BS 5950 checks — bending, shear, LTB, deflection, web bearing. Full plastic section classification. Multi-span continuous beams in Phase 2. Every formula shown, every clause referenced.
EC3 · BS 5950EC5 and BS 5268 for C16–C40 softwood, hardwood, glulam, and LVL. Bending, shear, bearing, LTB, vibration check to SCI P354. UK National Annex applied throughout.
EC5 · BS 5268Strip and trench-fill to EC7, Approved Document A, and NHBC Chapter 4.2. Tree proximity tables, made-ground adjustment, and padstone sizing from beam reactions — all auto-calculated.
EC7 · AD-A · NHBC 4.2The project model is a directed acyclic graph. Reactions cascade automatically from roof to beam to column to foundation. Change one input — the whole project updates. No copy-pasting loads.
Auto-cascade · DAG modelOne-click export of a fully formatted calculation pack — coversheet, engineer sign-off fields, loading sheet, member calculations with full working, padstone schedule. In the format BCOs recognise.
BC-ready formatCatnic and IG lintel selection direct from manufacturer loading tables. Input your opening and masonry, get the lintel designation. Linked to the beam above and the padstone below.
Catnic · IG · KeystoneSingle and multi-bay portal frames to EC3 and SCI P399. Full wind loading to BS EN 1991-1-4, elastic-plastic analysis, rafter and column design, haunch proportioning, and eaves connections — all in one module.
Phase 2 — Coming 2026End plate, base plate, and haunched connections to EC3-1-8 and SCI P358/P398. Full bolt group analysis, weld design, column web panel shear, and stiffener requirements.
Phase 2 — Coming 2026No structural platform has ever read architectural drawings and generated a loading sheet automatically. MyStrukt does. Upload the PDF, verify what the AI found, and your member schedule is pre-populated in minutes — not hours.
MyStrukt covers the entire process — from the moment you receive the drawings to the moment you submit to Building Control. Every step that used to happen outside a tool now happens inside one.
Every competitor assumes the loading sheet already exists when the engineer opens the tool. MyStrukt is the first platform to eliminate that 30–45 minute step — and still beat competitors on price.
| Feature | MyStrukt | ClearCalcs | Tekla Tedds | SkyCiv | MasterSeries |
|---|---|---|---|---|---|
| AI drawing reader (PDF/DWG) | ✓ | — | — | — | — |
| Loading library (UK build-ups) | ✓ | — | Basic | — | — |
| Auto UDL from tributary widths | ✓ | — | — | — | — |
| AI engineering intelligence | ✓ | — | — | — | — |
| Steel beam design (EC3 + BS 5950) | ✓ | EC only | ✓ | ✓ | ✓ |
| Timber design (EC5 + BS 5268) | ✓ | ✓ | ✓ | ✓ | — |
| Portal frame design (EC3 / SCI P399) | Phase 2 | — | ✓ | — | ✓ |
| Moment connections (EC3-1-8 / SCI P358) | Phase 2 | — | Partial | — | — |
| UK Building Control PDF format | ✓ | Partial | ✓ | — | ✓ |
| Full calculation working shown | ✓ | ✓ | ✓ | ✓ | — |
| Automatic load path linking | ✓ | ✓ | — | — | — |
| Foundation design (EC7/NHBC) | ✓ | Basic | ✓ | Basic | ✓ |
| Cloud-native (no install) | ✓ | ✓ | Desktop | ✓ | Desktop |
| AI specification clauses | ✓ | — | — | — | — |
| Price per seat / month | from £29 | ~£65–120 | ~£150+ | ~£40 | ~£200+ |
Three phases. Every module for UK domestic and light commercial work — from a loft conversion lintel to a full industrial portal frame with haunched moment connections.
MyStrukt is live and in use — but we're being deliberate about onboarding. We're working directly with a small group of UK structural engineering practices to validate every module against real Building Control submissions before opening more widely.
Tell us about your practice and the type of work you do. We prioritise engineers running domestic extension and residential new-build projects for the beta programme.
All plans include every module, full AI features, and Building Control PDF export. Cancel any time.
For independent engineers and sole practitioners. Full access, one user.
For practices and teams. Shared projects, collaborative checking workflow, priority support.
For large practices, local authorities, and volume users. Full white-label and API access.
Join the engineers who've replaced their fragmented toolchain with a single, intelligent platform. First calculation pack in under 10 minutes.