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Fillet-weld direct shear calculator

Engineering calculators (Beta)

Find average direct-shear stress from effective weld length and equal-leg fillet size.

Inputs

Choose units and enter numbers. Full-width digits and fractions such as 1/8 or 1 3/8 are accepted. Changing a unit converts the entered value.

Results

Reference calculation only. Results do not certify suitability for an actual design or its safety.

Diagram

Inputs: select a blue symbol to edit Results: red-orange values and lines

Formula and applicability

a=z/√2; Aw=nLa; τ=F/Aw; Fcompare=τallow Aw.

Displayed values are rounded. Diagrams illustrate the calculation conditions. Initial material and fluid properties are examples; replace them with values for the actual material, temperature and conditions.

Reference
Using this information as a reference

Equations assume particular loads, supports and deformation ranges. Check inputs, units and the applicability of each equation. Diagrams explain conditions; they are not manufacturing drawings or proof of safety.

Material values are typical values or reference ranges, not certified product properties or ready-to-use design allowables. They vary with standards, product form, dimensions, temper and temperature. Check the specifications and inspection certificates for the actual product.

Displayed safety factors and checks apply only to the supplied inputs and calculation model. They do not automatically establish the safety of a complete design, including code compliance, service life, fatigue or joints. For actual design, manufacture and use, separately verify applicable regulations and standards, product specifications, and the necessary tests and engineering review.

この計算で求められること

有効溶接長さ・脚長から、偏心のない直接せん断の平均応力を求めます。

入力・結果・適用条件を確認する

選択した形状・計算方法により、使う項目は変わります。実際の計算は上の図と入力欄で行えます。

主な入力

  • 等脚すみ肉の脚長 z (mm / cm / m)
  • 1本あたりの有効溶接長 L (mm / cm / m)
  • 同じ長さの溶接線数 n (—)
  • 直接せん断力 F (N / kN / mN)
  • 比較するのど断面の許容せん断応力 (MPa / GPa / Pa)

得られる結果

  • 平均のど断面せん断応力 (MPa)
  • 入力した許容応力での力 (N)
  • 理論のど厚 a (mm)
  • 合計有効のど断面積 (mm²)

計算式の概要

a=z/√2; Aw=nLa; τ=F/Aw; Fcompare=τallow Aw.

90°等脚すみ肉で、全溶接線ののど断面が直接せん断を等分担するモデルです。有効長さLと許容応力は適用する材料・施工・規格から入力します。偏心による曲げ・ねじり・剥離、母材、欠陥、疲労、最小脚長や端部低減は含みません。

現在選択中の方法には、操作欄の「計算式・適用条件」を使ってください。参考計算であり、設計全体の安全性を保証するものではありません。

関連する計算

What this calculator does

Find average direct-shear stress from effective weld length and equal-leg fillet size.

Inputs, outputs and applicability

The selected model determines which of these inputs and outputs apply. Use the working diagram and input panel above to calculate.

Inputs

  • Equal-leg fillet size z (mm / cm / m)
  • Effective length L per weld line (mm / cm / m)
  • Number of equal-length weld lines n (—)
  • Direct shear force F (N / kN / mN)
  • Allowable throat shear stress for comparison (MPa / GPa / Pa)

Calculated results

  • Average throat shear stress (MPa)
  • Force at the entered stress limit (N)
  • Theoretical throat a (mm)
  • Total effective throat area (mm²)

Formula overview

a=z/√2; Aw=nLa; τ=F/Aw; Fcompare=τallow Aw.

90° equal-leg fillets with uniform direct shear shared by the effective throats. Enter effective length and an allowable stress appropriate to material, workmanship and governing specification. Eccentric bending/torsion/peel, parent material, defects, fatigue, minimum sizes and end reductions are excluded.

The displayed formula and conditions in the working panel apply to the currently selected model. Reference calculation only; it does not certify a complete design.

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