Weld Symbols — Engineering Reference

AWS A2.4 welding symbol guide: fillet, V-groove, bevel, plug and slot symbols. Arrow/other-side, all-around, field weld, intermittent dimensions explained.

Overview

Welding symbols are the standard graphical language used on structural drawings to communicate weld type, size, length, location, process, and inspection requirements between the engineer, detailer, and fabricator. The governing standard in North America is AWS A2.4 (Standard Symbols for Welding, Brazing, and Nondestructive Examination). In Australia, AS 1101.3 applies, while European practice follows EN ISO 2553.

A welding symbol consists of a reference line (horizontal), an arrow pointing to the joint, and various elements placed above, below, or at the ends of the reference line. The side of the reference line indicates whether the weld is on the arrow side (below the line) or the other side (above the line). A flag at the junction of the reference line and arrow indicates a field weld (to be performed on site rather than in the shop).

Anatomy of a welding symbol

The components of a complete welding symbol per AWS A2.4 are:

Common weld type symbols

Weld Type Symbol Shape Typical Application
Fillet weld Triangle (right-angle) Lap joints, tee joints, skewed connections. Most common structural weld.
Single-V groove V shape Butt joints requiring full or partial penetration from one side.
Single-bevel groove Half-V Tee joints with CJP or PJP from one side; beam-to-column flange connections.
Double-V groove Two V shapes (both sides) Thick butt joints welded from both sides for balanced distortion.
Flare-bevel groove Curved half-V HSS-to-plate connections where one member has a curved surface.
Plug / slot Rectangle with dimensions Connecting overlapping plates where edge access is limited.
Back / backing weld Semicircle Applied to the root side after completing a groove weld, or as a backing pass.

Fillet weld symbol configurations

Configuration Placement Typical Application Notes
Single fillet, arrow side Below reference line One-sided tee joint Most common fillet symbol
Single fillet, other side Above reference line Reversed tee joint Weld on far side of joint
Double fillet (both sides) Both sides of line Standard tee and lap joints Equal or unequal legs
Intermittent, arrow side Below, with length-pitch Non-continuous connections e.g., 3-6 = 3 in. at 6 in. c/c
Staggered intermittent Both sides, offset Symmetric staggered pattern Alternating weld segments
Fillet with length Below, length to right Fixed-length welds e.g., 5/16 x 4
Fillet, all-around Circle at junction HSS connections, pipe saddles Continuous around perimeter
Fillet, field weld Flag at junction Site connections Made on site, not in shop
Fillet, flush contour Straight line above symbol AESS, finished surfaces Grinding required
Fillet with tail note Tail with text WPS reference, electrode e.g., "E70 per WPS-01"

Groove weld preparation dimensions

Groove Type Plate Thickness (in) Root Opening (in) Root Face (in) Included Angle Effective Throat Weld Passes (approx.)
Single-V 1/4 to 1/2 3/16 to 1/4 0 to 1/8 60 degrees Plate thickness 1-3
Single-V 1/2 to 1 3/16 to 1/4 0 to 1/8 60 degrees Plate thickness 3-6
Single-V 1 to 2 3/16 to 1/4 1/16 to 1/8 45-60 degrees Plate thickness 6-12
Double-V 1/2 to 1 3/16 to 1/4 0 to 1/8 45-60 degrees Plate thickness 3-5 per side
Double-V 1 to 2 3/16 to 1/4 1/16 to 1/8 45 degrees Plate thickness 5-8 per side
Single-bevel 1/4 to 1/2 3/16 to 1/4 0 to 1/8 45 degrees Plate thickness 1-3
Single-bevel 1/2 to 1 3/16 to 1/4 0 to 1/8 45 degrees Plate thickness 3-6
Flare-bevel 1/4 to 1/2 Full radius N/A HSS radius 5/16 x radius 1-3

Fillet weld size reference

Weld Size (in) Effective Throat (in) phi x Rn per inch (kip/in) Min. Material Thickness per AISC J2.4
3/16 0.133 4.18 1/8 to 3/16 in.
1/4 0.177 5.56 3/16 to 1/4 in.
5/16 0.221 6.95 1/4 to 1/2 in.
3/8 0.265 8.33 Over 1/2 in.
7/16 0.310 9.73 Over 3/4 in.
1/2 0.354 11.12 Over 3/4 in.
5/8 0.442 13.90 Over 1-1/2 in.

phi x Rn = 0.75 x 0.60 x 70 x (weld size x 0.707). Minimum size per AISC Table J2.4.

Intermittent weld patterns

Pitch Notation Weld Length (in) Gap Length (in) Percent Welded Typical Application
3-6 3 3 50% Stitch welding, light connections
3-9 3 6 33% Non-structural attachments
4-8 4 4 50% Bracing connections, gussets
4-12 4 8 33% Long members, light shear
6-12 6 6 50% Medium shear connections
6-18 6 12 33% Long runs, minimal shear
8-12 8 4 67% Heavy shear, partial length
Continuous Full length 0 100% Full-capacity connections

Percent welded = weld length / pitch x 100. Lower percentages reduce distortion and cost.

Supplementary symbols

AWS vs. ISO vs. AS symbol differences

Feature AWS A2.4 EN ISO 2553 AS 1101.3
Arrow side placement Below reference line Below line (Method A) Below reference line
Other side placement Above reference line Above line (Method A) Above reference line
Dimension placement Size left, length right Size left, length right Size left, length right
All-around circle At arrow/line junction At arrow/line junction At arrow/line junction
Staggered intermittent Z-pattern notation Similar, with pitch Similar
Tail usage Process, electrode, WPS Supplementary data Process, electrode
Weld size units Inches Millimeters Millimeters
Groove angle notation Inside symbol Inside symbol Inside symbol
Method A vs B N/A Method A = AWS convention N/A

Method A in ISO 2553 matches the AWS convention. Method B (used in some European countries) reverses the arrow/other-side convention, which can cause confusion on international projects. Always confirm which convention the project uses.

Reading weld symbols — practical examples

Example 1: A right triangle below the reference line with "5/16" to its left and "6-12" to its right: 5/16 in. fillet weld, 6 in. long, spaced at 12 in. center-to-center (intermittent), on the arrow side.

Example 2: Same triangle both above and below with matching "3-6": staggered intermittent fillet weld, 3 in. long at 6 in. pitch, on both sides with segments offset.

Example 3: A half-V below the reference line with "45 degrees" inside and "1/4" at the root, tail note "E70": single-bevel groove weld, 45 degree included angle, 1/4 in. root opening, E70XX electrode.

Example 4: Triangle below the line with "3/8" to left, a circle at the junction, and a flag: 3/8 in. fillet weld, all-around, field weld. Common for HSS brace to gusset connections.

Worked example — moment connection weld symbols

A beam-to-column moment connection in an SMF requires:

  1. Flange welds: CJP groove welds (single-bevel, arrow side) with backing bar removed. Symbol: half-V below line, melt-through symbol on other side, flag for field weld, tail note "AWS D1.8".
  2. Web weld: 5/16 in. fillet weld, both sides, continuous. Symbol: triangles above and below line with "5/16" to left of each.
  3. Continuity plates: 1/4 in. fillet weld all-around to column web. Symbol: triangle with circle, "1/4" to left.
  4. Shear tab: 5/16 in. fillet weld to column flange, arrow side, continuous length 10 in. Symbol: triangle below line, "5/16 x 10".

Weld symbol specification checklist

When reviewing shop drawings, verify these 10 elements:

  1. Weld type — fillet, groove (V, bevel, U, J), plug, or slot
  2. Weld size — fillet leg size or groove effective throat
  3. Weld length — continuous or specific length with pitch
  4. Location — arrow side, other side, or both sides
  5. Process — SMAW, GMAW, FCAW in tail note (if required)
  6. Electrode — E70XX, E80XX in tail note
  7. Joint preparation — groove angle, root opening, root face
  8. NDE requirements — UT, MT, PT, VT noted in tail or specification
  9. Contour/finish — flush, convex, or as-welded
  10. Field/shop designation — field weld flag present or absent

AWS A2.4 Weld Symbol Anatomy

Per AWS A2.4 "Standard Symbols for Welding, Brazing, and Nondestructive Examination," every complete welding symbol consists of standardized components arranged in a specific format. Understanding the anatomy is essential for reading fabrication drawings:

Symbol Component Location Purpose Example
Reference line Horizontal line (always horizontal) Anchor for all other symbol elements The baseline of the symbol
Arrow Connects reference line to joint Points to the weld location on the drawing Line with arrowhead
Arrow side weld symbol Below reference line (US practice) Weld goes on the arrow side of the joint Fillet, groove, plug, etc.
Other side weld symbol Above reference line (US practice) Weld goes on the other side of the joint Fillet, groove, plug, etc.
Tail At end of reference line opposite arrow Specifications, process, NDE notes SMAW, GMAW, UT 100%, etc.
Weld size (left of symbol) Left of the weld symbol on ref. line Leg size for fillet; depth for groove 5/16, 3/8, etc.
Weld length (right of symbol) Right of the weld symbol on ref. line Length of weld or pitch 6, 8, 10-5 (length-pitch)
All-around symbol Circle at junction of arrow and ref. line Weld wraps continuously around the joint Open circle
Field weld flag Flag pointing up from ref. line at junction Weld performed in the field (not shop) Filled flag symbol

The reference line orientation follows these rules:

Basic Weld Symbols Chart

Per AWS A2.4, the following are the fundamental weld symbols used on structural steel drawings:

Weld Type Symbol Typical Application AISC Reference
Fillet weld Right triangle (legs pointing down-left) Most common structural weld; connections, gussets AISC Chapter J2.2
Square groove Square notch (two parallel lines) Thin material, square butt joint AWS D1.1
V-groove V-shape opening upward Medium thickness, complete joint penetration AWS D1.1
Bevel groove Half-V (right side vertical) One member beveled, other straight AWS D1.1
U-groove U-shape opening upward Thick material, less weld volume than V AWS D1.1
J-groove Half-U (right side curved) One member J-prepared AWS D1.1
Flare-V groove V with curved bottom Round-to-flat connections (HSS to plate) AWS D1.1
Flare-bevel groove Half-flare-V Round-to-flat (one curved surface) AWS D1.1
Plug weld Rectangle below ref. line Filling holes in one member to join to another AISC J2.5
Slot weld Elongated rectangle below ref. line Elongated plug weld AISC J2.5
Spot weld Circle on ref. line Sheet metal applications AWS A2.4
Seam weld Circle with two horizontal lines through Continuous resistance weld AWS A2.4
Backing weld Semi-circle on other side Back-gouge and weld from the opposite side AWS D1.1
Surfacing Arc symbol on ref. line Hard-facing, build-up, corrosion overlay AWS A2.4

For fillet welds on structural steel connections per AISC 360-22:

Supplementary Weld Symbols

Supplementary symbols modify the basic weld symbols to convey additional requirements:

Supplementary Symbol Appearance Meaning When Used
Weld all-around Open circle at arrow/ref. line junction Weld wraps continuously around the joint perimeter HSS connections, pipe, circular members
Field weld Filled flag pointing up from ref. line junction Weld must be made in the field, not in the shop Field splices, moment connections
Melt-through Filled semi-circle on other side Full penetration with root reinforcement visible on back side CJP welds from one side
Backing Rectangle on other side of groove Backing bar or ring required; removed or retained per note CJP groove welds from one side
Spacer Rectangle inside groove symbol Non-consumable spacer in the root of a double-groove weld Double-V or double-bevel joints
Contour (flush) Straight line above weld symbol Weld face finished flush with base metal Aesthetic or fit-up requirements
Contour (convex) Convex arc above weld symbol Weld face left convex (standard for fillet) Most fillet welds
Contour (concave) Concave arc above weld symbol Weld face finished concave (toe blended) Fatigue-critical joints
Machining finish "U" or "C" or "G" letter above contour line Method of finishing: UCS = chipping, G = grinding, M = machining, H = hammering Surface finish requirements
Nondestructive examination "MT", "UT", "RT", "PT" in tail Required inspection method and extent Demand-critical welds per AISC 341

Practical Weld Symbol Reading Exercises

The following examples demonstrate how to read common weld symbols found on structural steel fabrication drawings:

Example 1: Simple fillet weld

Symbol: Arrow pointing to joint, below reference line = fillet symbol (triangle),
        left of symbol = 5/16, right of symbol = 6
Reading: 5/16 in. fillet weld, 6 in. long, on the arrow side

Example 2: Double fillet weld (both sides)

Symbol: Fillet triangle BELOW reference line = 1/4
        Fillet triangle ABOVE reference line = 1/4
        No length specified on either side
Reading: 1/4 in. fillet weld on both sides, continuous (length implied by joint length)

Example 3: Intermittent fillet weld

Symbol: Below reference line = fillet symbol, left = 3/16, right = 4-8
Reading: 3/16 in. fillet weld, 4 in. long, spaced at 8 in. pitch (center-to-center),
         on the arrow side

Example 4: CJP groove weld with backing

Symbol: V-groove below reference line, backing symbol above reference line,
        all-around circle at junction, tail says "GMAW" and "UT 100%"
Reading: Complete joint penetration V-groove weld, arrow side, with backing bar,
         all-around, GMAW process, 100% ultrasonic testing required

Example 5: Field weld plug weld

Symbol: Field weld flag at junction, plug weld symbol below reference line,
        left of symbol = 1/2, tail says "FCAW"
Reading: 1/2 in. diameter plug weld on arrow side, field-welded using FCAW process

Example 6: Staggered intermittent fillet

Symbol: Fillet below = 3/16 x 3-12, fillet above = 3/16 x 3-12,
        stagger marks (---) on both sides
Reading: 3/16 in. fillet, 3 in. long segments at 12 in. pitch, staggered on both
         sides (offset so arrow-side segments fall between other-side segments)

Example 7: Beam-to-column moment connection (typical)

Symbol: CJP groove weld symbol for beam flanges to column flange,
        fillet weld symbol for beam web to shear tab,
        tail: "E7018-H4R, AWS D1.8 demand-critical"
Reading: CJP groove welds at flanges (demand-critical for seismic), fillet welds at
         web connection, filler metal must meet AWS D1.8 toughness requirements

When reading weld symbols on structural drawings, always check:

  1. Which side of the reference line the symbol is on (arrow vs. other side)
  2. The weld size (left of symbol) and length/pitch (right of symbol)
  3. Whether the all-around or field-weld symbols are present
  4. The tail notes for process, electrode, and inspection requirements
  5. Any supplementary contour or backing requirements

Common mistakes to avoid

  1. Confusing arrow side and other side — placing the weld symbol on the wrong side of the reference line causes the weld to be placed on the wrong side of the joint in fabrication. On international projects using ISO 2553 Method B, the convention is reversed from AWS.
  2. Omitting the all-around symbol — when a weld must wrap continuously around a member (e.g., an HSS brace to gusset), forgetting the all-around circle results in only three sides being welded, leaving a critical unwelded face.
  3. Missing the field weld flag — if a weld must be done on site (e.g., beam-to-column moment connections), the field weld flag must be shown. Without it, the fabricator may attempt to shop-weld a joint that must be field-connected.
  4. Incomplete groove weld designation — groove welds require the included angle, root opening, and root face to be specified. Omitting any of these forces the fabricator to guess, potentially producing an inadequate or over-welded joint.
  5. Not specifying backing bar removal — for CJP welds in seismic applications, the backing bar must be removed and the root back-gouged and welded. This must be noted on the symbol or in the specifications.

Frequently asked questions

What is the difference between arrow side and other side? In AWS A2.4, symbols below the reference line apply to the arrow side (the side the arrow points to). Symbols above the line apply to the other side. Getting this wrong means the weld goes on the wrong face.

When do I use the all-around symbol? When the weld must run continuously around the entire joint perimeter. Common for HSS connections, pipe saddles, and any connection where the weld path forms a closed loop.

What does a field weld flag mean? The flag (filled triangle) at the arrow/line junction means the weld must be made on site, not in the fabrication shop. This affects sequencing, access, and inspection requirements.

How do I read intermittent weld dimensions? The notation "length-pitch" appears to the right of the weld symbol. For "3-9": 3 in. weld length, 9 in. center-to-center spacing (pitch). The gap between welds is 9 - 3 = 6 in.

What groove angle should I specify? For V-groove and bevel groove welds, 60 degrees is standard for SMAW. For GMAW/FCAW, 45-60 degrees is typical. Steeper angles require more weld metal. Check AWS D1.1 Figure 3.3 for prequalified joint details.

What is the tail of a weld symbol for? The tail is optional. It carries supplementary information: welding process (SMAW, GMAW), electrode specification (E7018), WPS reference number, or special requirements like NDE method.

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