Clause references, not hand-waving
Each output line names the exact regulation, version, and clause number that produced it. Print the report; hand it to your reviewer.
Structural · Geotechnical · Site engineering
Every formula, coefficient, and limit is annotated with its source clause. Pick your country's code pack; the engine follows that regulation.
Each output line names the exact regulation, version, and clause number that produced it. Print the report; hand it to your reviewer.
No calculator ships without matching at least two independently published worked examples. Test cases live next to the code.
Regulations change. Your calculation carries the exact code-pack version it was run against, so a re-check three years from now still reproduces.
The engine runs in your browser. Project data is never uploaded — no server-side storage, no cloud round-trips.
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Country-independent physics and design theory, organized as a curriculum — undergraduate through graduate level. These do not depend on a code pack; where a code does apply (RC design, seismic), the tool is clearly labelled.
Simple beams, cantilevers, Gerber beams, trusses, cross method, Euler buckling, virtual work, slope-deflection, three-moment theorem.
2SDOF/MDOF vibration, response spectra, Newmark/Duhamel integration, modal analysis.
3Direct stiffness method — bar, truss, beam, frame, and CST elements. Element formulation, assembly, boundary conditions, and dynamic FEM.
4Normal stress, torsion, bending, cross-section properties, Mohr's circle, pressure vessels, von Mises / Tresca yield criteria.
517 solved ÇYTHYE 2018 / AISC 360 steel examples, cross-checked against guide values (≤1% deviation).
6TBDY 2018 equivalent lateral force method, load combinations with seismic effects, story drift limits, P-delta, seismic joints — with SAP2000 worked example.
7Effective stress, consolidation, shear strength, slope stability — sourced course, not yet built.
8Shallow and deep foundations, bearing capacity, pile groups, mat foundations — sourced course, not yet built.
9University-level RC theory beneath any single code pack — strain compatibility, ductility, serviceability. Sourced course, not yet built.
10Capstone-style integrated design studio problems spanning multiple subsystems. Sourced course, not yet built.
11Scripted stiffness-method and FEM implementations paralleling the Dynamics/FEM section. Sourced course, not yet built.
12Scheduling (CPM), cost control, procurement, site organization. Sourced course, not yet built.
13Dedicated course: theory + step-by-step program instructions (verified menu paths) + easy/medium/hard/very-hard worked examples. Equivalent Lateral Force method fully built; more topics in progress.
14Dedicated SAP2000 course matching the ETABS course in depth. Sourced course, not yet built.
18Method-focused: element formulation, material models, implicit/explicit, mesh convergence. Benchmark problems ready; full course sourced, not yet built.
19The same benchmark problems solved three independent ways — this site's JS engine, MATLAB, and Python.
15How to critically read published engineering content — five red flags, taught through real cases from this project's own history.
16Sampling/aliasing, FFT/PSD, modal parameter extraction — closed-loop verification with synthetic systems.
17DXF takeoff and earthwork calculations — deterministic geometric measurement, not a black-box estimate, entirely in-browser.
20The ideas connecting dozens of calculators — static determinacy, the stiffness method, elastic vs. plastic design.
Every calculator page has three parts: the input form, the computed result, and a citation panel. The citation panel lists each formula used, with the source regulation, version year, and clause or equation number.
Foreign code standards (ACI, AISC, DIN, BS, GB, JIS) are copyrighted; we cite clause numbers only, never reproduce clause text. Turkish regulations published in the Official Gazette are public domain and may be quoted directly.
As,min = 0.8 · (fctd/fyd) · bw · d
TS 500:2000 · §7.3 · Eq. 7.3
Vc = 0.17 · λ · √f'c · bw · d
ACI 318-19 · §22.5.5.1 · Eq. 22.5.5.1
Preliminary calculation tool. Results are for preliminary sizing and cross-check only. Final design, sealed responsibility, and permit submissions require the full official text of the referenced regulations and the review of a licensed engineer.