Bolted joints, tolerance stack-ups, fillet welds, thin-wall pressure
vessels. Every calculator is validated against a published worked example shown on
the page — check us before you trust us. Free, in the browser, nothing uploaded.
Bolted Joint Preload & Tightening Torque
Method: Fi = 0.75 · At · Sp · T = K · Fi · d (Shigley)
Preload Fi–
Tightening torque T–
Stress area At–
Validation: M12×1.75 class 8.8, K=0.20, 75% proof → Fi=37.9 kN,
T≈91 N·m — matches the standard Shigley worked result (~90 N·m).
Tolerance Stack-Up — Worst Case & RSS
Worst case: Σ|tol| · RSS: √(Σ tol²)
Dimension
Nominal (mm)
± Tol (mm)
Direction
Nominal gap–
Worst case–
RSS (statistical)–
Validation: three dims ±0.1 → worst case ±0.30, RSS ±0.173 =
√(3·0.01) — textbook identity.
Fillet Weld Capacity (per unit length)
AWS-style static: allowable shear on throat = 0.30 · FEXX · throat a = 0.707 · z
Throat a–
Allowable load / length–
Validation: z=6 mm, E70, single → a=4.24 mm, 0.30·482·4.24
≈ 613 N/mm — consistent with AISC/AWS allowable-strength worked examples.
Validation: p=10 bar (1 MPa), r=250, t=8 → hoop 31.25 MPa, longitudinal
15.63 MPa — the standard Lamé thin-wall result. Thin-wall flag shows when r/t < 10.
Use like an engineer. These implement standard textbook
methods for preliminary sizing. They are not a design authority: verify against the
governing code (VDI 2230, AWS D1.1, ASME VIII, your drawing) before anything is built,
bought or certified. Saved cases and PDF export arrive with paid accounts shortly.