Objective. The student correctly positions and tack-welds a keel plate or bar keel, center girder, and at least two longitudinal members onto a hull bottom mock-up, maintaining baseline reference and longitudinal alignment within 1/8-inch tolerance.
Why Erection Sequence Matters
A ship hull is not assembled randomly. Every piece goes in a specific order so that each member can be aligned, checked, and welded without being blocked by the next piece. For a typical bottom structure the sequence is: keel first, center girder second, transverse frames third, longitudinals last. Follow this order and every subsequent member has a fixed reference to measure from. Skip a step and errors compound until the hull is out of tolerance and expensive to correct.
The Keel: Ship's Backbone
The keel runs along the exact centerline of the hull from bow to stern. In small and medium vessels you will encounter two common forms. A flat plate keel is a wide, heavy steel plate that forms the bottom centerline strake. A bar keel is a solid rectangular or half-round bar welded to the outside of the hull bottom. Either way, the keel is the first structural member erected because everything else references it.
Before the keel plate touches the erection blocks, the shop floor or building berth must be leveled and a chalk baseline must be snapped along the intended centerline. Supplement the chalk line with a laser level or transit level to project the baseline in three dimensions. Check that all erection blocks are at the same height—use a level and shim as needed. A keel that is twisted or bowed from the start cannot be corrected by welding later without introducing residual stress.
Set the keel plate on the blocks, align its centerline exactly over the chalk line, and clamp it down with dogs and strongbacks. Before any tack welds are placed, measure the offset from the chalk baseline at three or more points along the plate length. All readings must fall within 1/8 inch of zero offset. When the instructor verifies the alignment, place tack welds at intervals per the approved procedure to hold the plate while the center girder is installed.
Center Girder: Vertical Web Along the Centerline
The center girder (also called the center vertical keel in some classification standards) is a continuous vertical web plate running along the top of the keel plate, on the centerline. It ties the keel to the floor plate structure above and resists vertical bending loads. In a double-bottom hull it becomes the inner keel, but even in a single-bottom mock-up it is the primary vertical reference for everything outboard of it.
Fit the center girder web to the keel plate with a tight, gap-free fit-up before tacking. Use a square to verify it stands perpendicular to the keel surface. Plumb lines dropped from an overhead reference or readings from the laser level confirm the web is truly vertical and on centerline. Tack weld the web to the keel at intervals short enough to prevent movement during subsequent fitting.
Longitudinal Members: Spreading Strength Along the Length
Longitudinals (longitudinal stiffeners or longitudinal frames) run parallel to the keel, outboard of the center girder, at spacings shown on the construction drawing. In a longitudinally framed hull they carry a large share of the hull girder bending stress. In a transversely framed hull they stabilize the plating between frames.
Transfer the frame spacing dimensions from the drawing to the keel plate using a steel tape, scribing marks or center-punch marks at each longitudinal position. Set each longitudinal bar on the marks, clamp it, and check two things:
1. Transverse position: measure from the centerline to confirm the longitudinal sits at the specified offset within 1/8 inch.
2. Fairness: lay a wooden or aluminum batten (at least 8 feet long) along the top edge of the longitudinal from one end to the other. A fair member shows no humps or hollows; the batten contacts the member uniformly. Any gap between batten and member edge greater than 1/8 inch in a 10-foot run is out of tolerance and must be corrected by adjusting clamps or reshimming before tacking.
Tack weld each longitudinal after the instructor approves its position.
Reading the Construction Drawing
Before you pick up a clamp, study the drawing. Locate the baseline symbol and the centerline symbol. Identify the scantling (size) of each member and the spacing dimensions. Note any camber requirement—some hull bottoms are not perfectly flat but have a slight rise toward the centerline. If camber is shown, the erection blocks must be cut or shimmed to that profile before any steel is set.
Safety During Erection
PPE required throughout this lab: safety glasses or face shield, hearing protection when grinding or hammering, leather gloves when handling steel, steel-toed boots, and a welding helmet rated for the amperage used when tacking.
Struck-by and pinch points: steel members shifted with a pry bar or slid over blocks can move suddenly. Keep hands clear of pinch zones between the member and the block. Never stand directly in line with a clamp under tension.
Hot metal: tack welds remain hot enough to burn skin for several minutes. Use a chipping hammer and wire brush with eye protection when cleaning tacks, and let the area cool or use heat-resistant gloves before handling.
Tripping hazards: chalk lines, cable leads, and clamp screws on the shop floor are all trip hazards. Keep the work area clear of loose material between tasks.
Laser level: if a Class 2 or Class 3R laser level is used, never look directly into the beam. Follow the manufacturer's warning labels.
Erection Inspection Sheet
At the end of the lab your instructor will use an erection inspection sheet to record measured offsets at each check point. The sheet becomes a quality record tied to your NCCER Shipfitting portfolio. Maximum allowable deviation: 1/8 inch from baseline for keel position; 1/8 inch in any 10-foot run for longitudinal fairness. Both tolerances must be met before the inspector's signature is given.
Key terms10
BaselineA reference line, usually snapped in chalk and confirmed with a laser or transit level, representing the theoretical centerline and datum elevation from which all hull measurements are taken.
Keel plateA heavy steel plate running the full length of the hull along the bottom centerline; the first structural member erected and the primary longitudinal reference for hull assembly.
Center girderA continuous vertical web plate welded on top of the keel plate along the centerline, resisting vertical bending loads and serving as the central vertical reference for the bottom structure.
Longitudinal stiffenerA structural bar or T-section running parallel to the keel, outboard of the center girder, that carries hull girder bending stress and stabilizes shell plating between transverse frames.
Erection sequenceThe prescribed order in which structural members are set, aligned, and tack-welded during hull assembly—typically keel, center girder, frames, then longitudinals—to ensure each piece has a fixed reference.
FairnessA smooth, continuously curved or straight surface free of humps, hollows, or abrupt changes in direction; verified by running a batten along the top edge of a stiffener or strake.
BattenA straight, flexible strip of wood or aluminum, at least 8 feet long, laid along the edge of a structural member to reveal any deviation from fairness by showing gaps between the batten and the steel.
Tack weldA short, temporary weld used to hold members in position during fit-up and alignment before final welding; must be placed per the approved welding procedure and may be incorporated into the final weld or removed.
Erection blocks (horses)Shop-built or adjustable steel supports on which hull sections rest during fabrication; must be leveled and shimmed to the correct height and camber before the keel is set.
ScantlingThe specified dimensions (thickness, width, depth, or section size) of a structural member as shown on the construction drawing and approved by the classification society.
Worked examples4
1. The construction drawing shows the first longitudinal stiffener is located 18 inches outboard of the centerline. After clamping, you measure from the chalk centerline to the near face of the 2-inch-wide bar and read 17 inches. Is the bar in tolerance, and if not, how much must it move?
Determine the required distance from centerline to the near face of the bar: 18 inches (drawing dimension).
Record the measured distance: 17 inches.
Calculate the error: 18 in − 17 in = 1 inch.
Compare the error to the allowable tolerance of 1/8 inch (0.125 inch).
1 inch >> 0.125 inch, so the bar is out of tolerance.
Answer: The longitudinal must be shifted 1 inch outboard to reach the specified 18-inch offset. The current position is 7/8 inch beyond the 1/8-inch tolerance, so repositioning is required before tacking.
2. You lay an 8-foot batten on top of a longitudinal stiffener. At the midpoint of the batten you can slide a 3/32-inch feeler gauge under the batten, but not a 1/8-inch gauge. Is the fairness within tolerance?
State the maximum allowable gap: 1/8 inch (0.125 inch) in any 10-foot run.
The batten used is 8 feet, which is within the 10-foot reference span, so the same 1/8-inch limit applies.
The 3/32-inch feeler gauge fits (gap ≥ 0.094 inch) but the 1/8-inch gauge does not fit (gap < 0.125 inch).
Therefore the gap is at least 3/32 inch but less than 1/8 inch.
Compare: gap < 0.125 inch, which is within the 1/8-inch tolerance.
Answer: The longitudinal is within the 1/8-inch fairness tolerance. No correction is needed, and the instructor may approve tacking.
3. Frame spacing on the drawing is 24 inches on center. You need to mark the centerline position of five longitudinal frames outboard of the keel center, all on the same side. What are the five centerline distances from the keel centerline?
The first longitudinal centerline is 1 × 24 in = 24 inches from the keel centerline.
The second longitudinal centerline is 2 × 24 in = 48 inches.
The third longitudinal centerline is 3 × 24 in = 72 inches.
The fourth longitudinal centerline is 4 × 24 in = 96 inches.
The fifth longitudinal centerline is 5 × 24 in = 120 inches (10 feet).
Answer: The five centerline positions are 24 in, 48 in, 72 in, 96 in, and 120 in (2 ft, 4 ft, 6 ft, 8 ft, and 10 ft) from the keel centerline, measured transversely.
4. After tacking, you check the keel plate alignment at four stations and record these offsets from the chalk baseline: Station 1 = 0 in, Station 2 = 1/16 in, Station 3 = 3/32 in, Station 4 = 1/8 in. Which stations, if any, are out of tolerance?
State the tolerance: maximum 1/8 inch (0.125 inch) offset from baseline.
Station 1: 0 inch — within tolerance.
Station 2: 1/16 inch = 0.0625 inch — within tolerance.
Station 3: 3/32 inch = 0.09375 inch — within tolerance.
Station 4: 1/8 inch = 0.125 inch — exactly at the tolerance limit, which meets the requirement (≤ 1/8 inch).
Answer: All four stations are within tolerance. Station 4 is at the exact limit of 1/8 inch and just passes. No adjustment is required, but it should be noted on the erection inspection sheet as a borderline reading.
In class: Instructor explains the erection sequence for a typical bottom structure—keel first, then center girder, then frames, then longitudinals—and demonstrates how a chalk baseline and plumb lines are used to control alignment throughout erection. · Students set the keel plate on the mock-up blocks, establish baseline references with chalk lines and a laser level, and tack the keel in position; instructor verifies alignment before students proceed to the center girder. · Students install two longitudinal stiffeners on either side of the keel, using the frame spacing from the drawing, and verify that each longitudinal is fair (no humps or hollows) by laying a batten along the top edge. Materials: Keel plate and center girder sections (from cutting list); longitudinal bar stock; erection blocks or horses; chalk line; laser level or transit level; batten (wood or aluminum, 8 ft minimum); clamps, dogs, strongbacks; MIG tack-weld setup; hull bottom mock-up framing from previous lessons Check: Instructor measures keel offset from baseline and checks longitudinal fairness with batten; maximum allowable deviation from straight is 1/8 inch in any 10-foot run; instructor signs erection inspection sheet. Mapped to NCCER Shipfitting: hull erection and alignment.
Practice check8
Answer each question, then check it. Nothing is recorded; this is your own practice.
NCCER Shipfitting: hull erection and alignment
1. What is the correct erection sequence for a ship's bottom structure?
NCCER Shipfitting: hull erection and alignment
2. A student snaps a chalk line and confirms it with a laser level before setting the keel plate. What is the primary purpose of this baseline?
NCCER Shipfitting: hull erection and alignment
3. After clamping a longitudinal stiffener in place, a student lays an 8-foot batten along its top edge and finds a 5/32-inch gap at midspan. What action is required?
NCCER Shipfitting: hull erection and alignment
4. Which tool is best suited to verify that the center girder web is standing perpendicular to the keel plate surface during fit-up?
Safety and health in marine fabrication
5. During the keel erection lab, a student is about to use a pry bar to slide the keel plate into final position on the erection blocks. Which safety hazard must be managed first?
NCCER Shipfitting: hull erection and alignment
6. A student measures the offset of the keel plate from the chalk centerline at five stations and records 0 in, 1/16 in, 1/8 in, 3/32 in, and 0 in. How many stations are within the allowable 1/8-inch tolerance?
NCCER Shipfitting: layout and measurement
7. A longitudinal stiffener is to be located 36 inches outboard of the keel centerline. The bar stock is 3 inches wide and will be placed with its near face at the specified offset. Where should the far face of the bar fall from the keel centerline?
NCCER Shipfitting: quality and inspection
8. Why must erection inspection sheet readings be recorded and signed by the instructor before longitudinals are tack-welded in place?
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