FREE WELDED CONNECTION DESIGN

SkyCiv Welded Connection Design

SkyCiv runs welded connection design in the browser, checking fillet weld group capacity under combined shear, tension and moment, AISCへ 360-16 (ASDおよびLRFD) とAS 4100:2020.

A weld fuses the base metals into one piece rather than clamping them through holes. That gives a rigid, efficient joint, and it moves the design work onto throat area, weld group behaviour and what the heat does to the steel around it.

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About Welded Connection Design

Bolting and riveting clamp components together. Welding fuses them, which is why welded joints carry high loads, transfer force without a step change in stiffness, and leave more freedom on geometry.

High-rise steel buildings, highway bridges, pressure vessels and offshore platforms all depend on them.

What is a Welded Connection?

A permanent structural joint made by heating two or more metal components to melting point, usually with a filler metal added, so they cool as one continuous piece.

A mechanical joint depends on fasteners and hole tolerances. A weld fuses the base metals directly instead, which is where its rigidity, its joint efficiency and its clean appearance come from.

Types of Welded Connections

Classified by weld geometry and joint configuration:

  • すみ肉溶接: used in lap, tee and corner joints, joining surfaces positioned roughly perpendicular to one another. Load transfer is checked as shear across the theoretical throat area.
  • Groove (お尻) 溶接: between members in the same plane, or in perpendicular configurations needing full strength. Complete joint penetration (CJP) grooves develop the full strength of the base metal, and partial joint penetration (PJP) grooves cover lower load requirements.
  • Plug and slot welds: weld metal deposited into circular or elongated holes in one of two overlapping plates, to prevent local buckling or transmit shear across a wide contact area.

Fillet welds do most of the work in ordinary steelwork. A CJP groove takes more edge preparation and more inspection, and it gets specified where the joint has to be as strong as the member it joins.

Key Failure Modes to Consider

A safe design has to cover structural failure and metallurgical failure:

  1. Shear failure of the weld throat: the primary mode for fillet welds, when the applied force exceeds shear capacity on the effective throat plane.
  2. Base metal tension or shear failure: the connected plate yields or ruptures next to the weld boundary under excessive stress.
  3. Heat-affected zone cracking: material degradation or hydrogen-assisted cracking in the base metal near the weld, caused by the rapid thermal cycles of welding.
  4. Lamellar tearing: separation within thick plate beneath a weld, driven by restraint stresses through the thickness as the weld metal shrinks.
  5. Fatigue failure: cyclic loading concentrates stress at weld toes and internal discontinuities, and cracks initiate and propagate from there.

The first two are calculations. The last three are settled at the fabrication stage, by detailing, preheat and inspection, which is why the design and the welding procedure need to be settled together.

Streamlining Welded Connection Design with SkyCiv

Designing to AISC 360-16 またはAS 4100:2020 means calculating weld throat areas, directional strength factors and eccentricities precisely. SkyCiv automates those checks:

  • Model 3D welded joint details in a web browser, from a library of over 80 事前設定された AISC 接続タイプ.
  • Evaluate fillet weld group capacities under combined shear, tension and moment.
  • Analyse weld group properties by the elastic and the instantaneous centre of rotation methods.
  • Export step-by-step calculation reports with the full formula breakdown, for engineering submittals and code compliance.
  • Issue CloudCAD detail drawings with weld callouts and dimensions, and export the geometry to IFC for BIM coordination.

Both weld group methods are there because an eccentrically loaded group can be checked either way, and the instantaneous centre method is the more laborious of the two by hand.

Advantages and Best Practices

What a welded joint buys you:

  • Efficiency and rigidity: continuous material paths, which suits moment-resisting frames and spreads stress without connection plates or bolt holes.
  • Material economy: no gusset plates, splice plates or fasteners, so the structural steel weight comes down.
  • Appearance: smooth, uninterrupted joints, preferred in architecturally exposed structural steelwork.
  • Sealing: continuous welds are airtight and watertight, which matters for storage tanks, pipes and marine structures.

None of that survives poor execution. Welder qualification, edge preparation, preheat protocols and non-destructive testing, whether ultrasonic, radiographic or magnetic particle, are what keep internal flaws out of the joint over its design life.

Common questions about designing and checking welded steel connections.

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A permanent structural joint formed by heating two or more metal components to melting point, usually with a filler metal, so they cool as one continuous piece. It fuses the base metals directly rather than relying on fasteners and hole tolerances.

Fillet welds for lap, tee and corner joints; groove or butt welds in complete joint penetration and partial joint penetration forms; and plug and slot welds for joining overlapping plates.

A complete joint penetration groove develops the full strength of the base metal. A partial joint penetration groove penetrates only part of the thickness and suits lower load requirements.

Shear failure of the weld throat, base metal tension or shear failure next to the weld, heat-affected zone cracking, lamellar tearing in thick plate, and fatigue failure under cyclic loading.

Separation within thick plate material beneath a weld, caused by high restraint stresses through the plate thickness as the weld metal shrinks.

AISC 360-16, ASD または LRFD の場合, とAS 4100:2020. The report cites the specific clause behind each check.

はい. Weld group properties can be analysed by the elastic method and by the instantaneous centre of rotation method, under combined shear, tension and moment.

Through welder qualification, edge preparation, preheat protocols and non-destructive testing: ultrasonic, radiographic or magnetic particle inspection. Those sit outside the calculation, but they decide whether the designed capacity is actually achieved.

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