Welding sequence is the order in which you make the individual welds on an assembly, and it’s the most overlooked factor in distortion control. The right sequence distributes heat, balances shrinkage forces, and lets the part accommodate contraction without bowing, twisting, or warping. The wrong sequence concentrates heat on one side, locks in stress asymmetrically, and turns a flat weldment into a pretzel.

Every fabrication with more than one weld should have a planned sequence. On simple parts, a good welder intuitively alternates sides and works from the center out. On complex assemblies with dozens of welds, the sequence needs to be documented on the drawing or in a separate welding plan.

Why Sequence Matters

When weld metal cools, it shrinks. That shrinkage creates three types of distortion:

  1. Longitudinal shrinkage: The weld contracts along its length, shortening the part
  2. Transverse shrinkage: The weld contracts across its width, pulling plates together
  3. Angular distortion: Uneven shrinkage through the plate thickness tilts the joint

The direction and magnitude of these forces depend on weld size, joint type, plate thickness, and heat input. Sequencing controls how these forces interact across the assembly.

Balanced Welding

Balanced welding alternates welds on opposite sides of a symmetrical joint or assembly so shrinkage forces cancel out.

Double-Sided Joints

On a double-V butt joint, alternate passes between the front and back:

  1. Root pass on the front side
  2. Back-gouge and root pass on the back side (if required)
  3. Fill pass on the front
  4. Fill pass on the back
  5. Continue alternating until complete
  6. Cap on both sides

Each pass pulls the plate in opposite directions. The net distortion is roughly zero if the passes are similar in size.

Symmetrical Assemblies

On a stiffened panel (stiffeners welded to a flat plate), weld stiffeners on opposite sides of the panel center first:

  • Weld stiffener A (left of center)
  • Weld stiffener B (right of center, mirror location)
  • Weld stiffener C (next left)
  • Weld stiffener D (next right)
  • Work outward from center

This prevents one side of the panel from pulling while the other side is free.

Fillet Welds on Tee Joints

On a tee joint with fillets on both sides:

MethodSequenceDistortion Result
Both fillets on one side firstSide A full, then Side B fullWorst: angular distortion toward side A
Alternate passesSide A pass, Side B pass, repeatBest: angular distortion nearly zero
Two welders simultaneouslyBoth sides at same timeBest: forces cancel in real time

Two welders welding opposite sides simultaneously produces the least distortion. If you only have one welder, alternating passes is the next best approach.

Skip Welding (Wandering Sequence)

Skip welding places welds at separated locations before filling in the gaps. This distributes heat broadly across the part instead of concentrating it in one zone.

How It Works

On an assembly with four fillet welds (A, B, C, D):

  1. Weld A (far left)
  2. Weld C (far right, maximum distance from A)
  3. Weld B (between A and C)
  4. Weld D (remaining location)

Each weld has time to cool before the adjacent one adds heat.

On a Single Long Joint

Break a 24-inch joint into six 4-inch segments (numbered 1-6 from left to right):

Sequential: 1, 2, 3, 4, 5, 6 (worst for distortion) Skip welding: 1, 4, 2, 5, 3, 6 (heat distributed more evenly) Back-stepping + skip: 1 (R to L), 4 (R to L), 2 (R to L), 5 (R to L), 3 (R to L), 6 (R to L) (best combination)

For details on back-stepping, see the back-stepping technique guide.

Pre-Setting (Anticipating Distortion)

Pre-setting offsets the joint before welding so that the expected distortion brings the part to the correct final position.

How to Pre-Set

Angular distortion on tee joints: If a fillet weld on one side of a tee joint typically pulls the plate 3 degrees, set the plate at 3 degrees in the opposite direction before welding. After welding and cooling, the contraction pulls the plate to the intended position (flat, or whatever angle the drawing specifies).

Longitudinal bow on butt joints: If a long butt weld will bow the plate concave on the weld side, pre-bend the plates with a slight convex curve before tacking. The weld shrinkage straightens the curve.

Limitations

Pre-setting requires experience with similar joints to predict the amount of distortion. It works best on repetitive production where you’ve measured the distortion on previous parts and know the offset needed.

Joint TypeTypical DistortionPre-Set Approach
Single-sided fillet (tee)2-5 degrees angular pullPre-angle plate 2-5 degrees opposite
Single-V buttConcave bow toward weld facePre-bend plates convex toward weld face
Stiffener to panelPanel bows toward stiffenerPre-curve panel slightly away from stiffener

Mechanical Restraint

Clamps, fixtures, strong-backs, and tack welds hold the part in position against shrinkage forces during welding.

Types of Restraint

Clamps and bolted fixtures: Adjustable, reusable, removable after welding. Work well for production runs of identical parts.

Strong-backs: Steel bars or angles tack-welded across a butt joint to prevent angular distortion. Removed after the weld cools.

Tack welds: Small welds that hold the joint in position. Must be strong enough to resist shrinkage forces during welding. Space tacks every 3-4 inches on plate, 2-3 inches on pipe.

Jigs and fixtures: Purpose-built holding devices for production work. The most effective but most expensive option.

Restraint Considerations

  • Heavy restraint prevents distortion but increases residual stress in the weld. High residual stress can cause cracking in susceptible materials.
  • Remove restraints only after the weldment has cooled to room temperature. Removing them while hot releases the part before shrinkage is complete, and delayed distortion can occur.
  • On crack-sensitive materials (high-carbon steel, chromoly), excessive restraint combined with hydrogen can cause delayed cracking. Use preheat and low-hydrogen consumables to compensate.

Intermittent vs. Continuous Welds

Intermittent welds use less weld metal and generate less heat than continuous welds of the same leg size. They’re a built-in distortion reduction strategy.

When to Use Intermittent Welds

  • When the design load doesn’t require a continuous weld
  • On long joints where distortion is a primary concern
  • On stiffeners and non-structural attachments
  • When the drawing specifies intermittent (e.g., “1/4 fillet, 3-6”)

Staggered vs. Chain Intermittent

Chain intermittent: Welds on opposite sides of a tee joint are aligned. Staggered intermittent: Welds on opposite sides are offset, so a weld on one side falls between welds on the other side.

Staggered intermittent produces less angular distortion because the shrinkage forces don’t act at the same cross-section on both sides.

Minimizing Weld Size

The most effective distortion control method doesn’t involve sequence at all: it’s not overwelding.

Weld volume is proportional to the square of the leg size (for fillet welds):

  • 1/4 inch fillet: 0.031 sq in cross-section
  • 5/16 inch fillet: 0.049 sq in (56% more than 1/4)
  • 3/8 inch fillet: 0.070 sq in (125% more than 1/4)
  • 1/2 inch fillet: 0.125 sq in (300% more than 1/4)

More weld metal = more heat = more shrinkage = more distortion. Weld to the drawing, not bigger. See the fillet weld sizing guide for proper sizing.

Planning a Weld Sequence for Large Fabrications

Step 1: Identify All Welds

List every weld on the assembly with type, size, length, and location.

Step 2: Prioritize

Weld groove joints (highest shrinkage) before fillet joints. Weld restrained joints before free joints. Weld center joints before edge joints.

Step 3: Balance

Pair welds on opposite sides of the assembly’s neutral axis. Plan to alternate between them.

Step 4: Sequence Within Each Joint

Apply back-stepping or skip welding to individual long joints.

Step 5: Document

Mark the sequence on the drawing or create a separate weld map. Number each weld in order.

Step 6: Monitor

Measure critical dimensions during fabrication. If distortion starts exceeding allowances, adjust the remaining sequence.

Common Mistakes

No sequence plan at all. Welding joints in whatever order is convenient maximizes distortion. Even a simple plan (alternate sides, work from center outward) helps significantly.

Completing all welds on one side before starting the other. This locks in maximum angular distortion. Alternate.

Overwelding. A 1/4 inch fillet where the drawing calls for 3/16 uses 56% more weld metal and causes 56% more distortion. Measure your welds.

Removing clamps too early. The part must cool to room temperature before removing fixtures. Warm metal is still contracting, and releasing restraint early lets it move to its distorted shape.

Ignoring the effect of tack weld sequence. Even tack welds contribute to distortion. On a long joint, don’t tack from one end to the other. Start at the center and work outward, or alternate tacks along the length.

For specific back-stepping technique, see the back-stepping guide. For joint sizing that minimizes weld volume, read the fillet weld sizing guide. Return to distortion control or the welding techniques pillar for the full topic list.