Objective. Students will read a multi-sheet structural steel fabrication drawing package and produce a complete weld plan listing every joint, its welding symbol interpretation, required process, and fit-up dimensions.
By the time a fabricated steel member reaches the shop floor, every weld it will ever carry has already been decided — by an engineer, recorded on a drawing, and translated into welding symbols governed by AWS A2.4. Your job as a welder is to read that record accurately and execute it without guessing. This lab puts that skill to work on a realistic four-sheet drawing package for a structural steel connection.
Structural steel fabrication drawing packages are organized so that each sheet serves a purpose. A typical package for a column base plate and beam-to-column moment connection includes:
Read all four sheets before touching a form. Notes on the general sheet apply to every weld on every subsequent sheet.
Start with the title block: confirm the scale, revision number, and drawing number. Use your engineer's scale to verify that a dimension you read numerically matches the drawn distance — if it does not, the printed number always governs. Next, trace each cut-line symbol (a circle with letters and a reference arrow) from the elevation to its matching section view. Structural details almost always show the same joint from at least two directions; compare both views before logging a joint.
Every welding symbol follows the layout defined in AWS A2.4:
1. Reference line — the horizontal backbone of the symbol.
2. Arrow — points to the joint; the arrow side of the joint is the side shown below the reference line.
3. Weld type — groove, fillet, plug, slot, or combination; shown as a graphic on the appropriate side of the reference line.
4. Dimensions — for a fillet weld, the leg size appears to the left of the symbol; for a groove weld, the depth of preparation appears in parentheses and the effective throat follows, or a CJP (complete joint penetration) designation is used instead of explicit dimensions.
5. Supplementary symbols — backing bar (rectangle behind the groove symbol), melt-through, weld-all-around circle, field weld flag.
6. Tail — the forked end opposite the arrow; contains the welding process abbreviation (SMAW, FCAW, GMAW, SAW) and may reference a WPS number.
On D1.1 structural work you will frequently encounter CJP groove welds on moment connections and fillet welds on shear tabs. A CJP symbol carries no explicit throat dimension because the throat equals the full base metal thickness — the joint design table in D1.1 specifies the required groove geometry for the process and position.
Work systematically: number each weld in pencil directly on your personal copy of the drawing (or on the overlay sheet provided), then transfer that number to your weld plan form. For each joint record:
Leave nothing blank. If a piece of information is not explicitly stated, write "per general notes" or "per D1.1 code" — do not invent values.
When you present your weld plan to your partner, treat it as a pre-weld inspection meeting. Your partner should challenge every entry with questions such as: "Where on the drawing does it say that is a CJP?" or "How do you know this weld is FCAW?" You must respond by pointing to the specific drawing location — a symbol, a note number, a general note line — that supports your answer. This exercise mirrors the real pre-job WPS review that happens on structural steel projects every day.
This lab takes place at drafting tables, not at a welding station, so arc and fume hazards are absent. However:
When you later carry this weld plan to the shop floor, it becomes a safety document: a missed preheat requirement or a misread joint type can produce an undersized weld that fails in service. Accuracy here is a life-safety matter.
Answer each question, then check it. Nothing is recorded; this is your own practice.
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