FrameAI — EN 1993 · EN 1992 · EN 1991 + AISC 360-22
Upload a structural steel drawing. Get fabrication-ready shop drawings.
Drop your PDF. Get DXF, DSTV NC1, IFC 4, and BOM in minutes — while you sleep.
Drop your PDF. Get DXF, DSTV NC1, IFC 4, and BOM in minutes — while you sleep.
FrameAI ran the same IS 800:2007 / EN 1993-1-1 dual-code design, seismic base shear calculation, 48 member checks, 16 bolted moment connections, and DSTV export that takes a detailer 35 hours. It took 22 minutes. Here's what came out.
8-storey moment-resisting steel frame. Fixed-base columns, continuous beam-to-column connections. IS 800:2007 Class 1 sections with EN 1993-1-1 dual-code verification. Seismic design per IS 1893:2016 (Zone III, z = 0.16, I = 1.2, R = 5.0). Storey height 3.5 m. Every dimension traceable to the input PDF.
| Overall span | 24 000 mm (3 bays × 8 m) |
| Total height | 28 000 mm (8 storeys × 3.5 m) |
| Bay width | 8 000 mm |
| Storey height | 3 500 mm |
| Primary frame type | Moment-resisting frame, fixed-base columns, continuous beam-to-column connections |
| Steel grade | S355 J2 (EN 10025-2:2019) |
| Column sections | HEA 360 (per storey, continuous) |
| Beam sections | HEA 280 (continuous over 2 spans) |
| Total steel tonnage | Approx. 380 te |
| Seismic zone | Zone III (IS 1893:2016, z = 0.16) |
| Importance factor | I = 1.2 (hospital / critical infrastructure) |
| Response reduction factor | R = 5.0 (moment frame) |
| Seismic base shear | Computed per IS 1893:2016 §7.5.3 |
| Storey drift limit | H/400 per IS 1893:2016 §7.11.1 |
| Design code (primary) | IS 800:2007 (General Construction in Steel) |
| Design code (verification) | EN 1993-1-1:2005 (dual-code) |
| Connection code | IS 800:2007 Clause 10 + EN 1993-1-8:2005 |
| Connections | 16 bolted endplate moment connections (8 × M24 10.9, Class 10.9) |
Same pipeline: PDF upload → seismic base shear → dual-code member checks → bolted moment connections → DSTV NC1 export. IS 800:2007 primary with EN 1993-1-1 verification.
Every number traceable to a real FrameAI run. IS 800:2007 / EN 1993-1-1 dual-code checks, IS 1893:2016 seismic base shear, storey drift verification included. No marketing fiction.
| Member | Section | Max Util. | Governing check |
|---|---|---|---|
| C1–C4 (col) | HEA 360 | 0.77 | IS 800:2007 Cl. 5.3 PASS |
| B1–B3 (beam) | HEA 280 | 0.71 | EN 1993-1-1 §6.3 PASS |
| C5–C8 (col) | HEA 360 | 0.68 | IS 800:2007 Cl. 5.3 PASS |
| B4–B6 (beam) | HEA 280 | 0.64 | EN 1993-1-1 §6.3 PASS |
Everything FrameAI produced for this Bangalore midrise benchmark project — IS 800:2007 / EN 1993-1-1 dual-code checks, IS 1893:2016 seismic design, 16 bolted moment connections, 16-sheet shop drawing set.
These are the exact outputs from the 22-minute FrameAI run. IS 800:2007 / EN 1993-1-1 dual-code verification included.
"For an 8-storey project in Bangalore, the IS 800:2007 + IS 1893:2016 requirements are non-negotiable — Zone III seismic, importance factor 1.2 for a building of this type. FrameAI handled the dual-code verification and the seismic base shear calculation in a single run. The 16 bolted moment connections at each floor plate were always the time-consuming part by hand. In 22 minutes with a complete set of DSTV files ready for the shop floor — that's the figure that matters for our production planning."
— A senior structural engineer at a Bangalore-based engineering consultancy, asked to review FrameAI output against their own manual workflow
Note: This is a benchmark project review, not a paid client testimonial. No logo. FrameAI does not currently have a logo-bearing commercial customer.
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