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newSchoolWorks.com › VoTechWorks › Manufacturing & Marine › Shipbuilding / Marine Fabrication › Hull Construction › Lesson 10
MFG-SHIP13-02 · Lesson 10 · 18 clock hours · lab

Bulkhead Fabrication and Installation

Objective. The student fabricates a transverse watertight bulkhead panel with vertical stiffeners, installs it in the hull mock-up plumb and square, and prepares all perimeter weld joints to drawing and WPS requirements.

What a Bulkhead Does

A transverse bulkhead is a vertical plate structure that runs across the beam of a vessel, dividing the hull into watertight compartments. Its two primary jobs are structural and safety-related. Structurally, bulkheads resist the hydrostatic pressure of water pushing inward on the hull sides and support the decks above. From a safety standpoint, watertight bulkheads limit flooding: if one compartment is breached, the bulkhead prevents water from spreading through the entire vessel. The US Coast Guard (USCG) and the American Bureau of Shipping (ABS) both set minimum requirements for the number, placement, and watertight integrity of bulkheads based on vessel type and service. Failing to meet these requirements can result in the vessel failing classification or being denied a certificate of inspection.

Stiffeners and Why They Matter

A bare plate, even heavy steel, will buckle under hydrostatic load if it is large enough. Vertical stiffeners — flat bar, T-bar, or bulb flat welded to the plate — divide the panel into shorter, stiffer spans and transfer load to the deck and shell. Your drawing specifies stiffener size, spacing, and weld size. Never substitute a smaller section or increase the spacing without an engineer's approval. During layout, snap chalk lines on the plate face at the spacing shown, then square each line with a combination square before tacking. Stiffeners must be held tight to the plate during tacking — gaps between the stiffener foot and the plate are a direct code violation and a source of leak paths.

Laying Out and Fitting Stiffeners

Start by reading the entire drawing before touching metal. Confirm the plate dimensions, stiffener schedule, and any penetration or bracket locations. Place the bulkhead plate flat on the layout table and mark the stiffener centerlines in both directions. Cut stiffeners to length — they typically stop short of the plate edge by the fillet weld leg size to allow the perimeter weld to be made without interference. Fit each stiffener plumb to the plate surface, clamp it, and tack at both ends before adding intermediate tacks. Tack spacing and minimum tack size are specified in the Welding Procedure Specification (WPS); follow them exactly. After all stiffeners are tacked, verify spacing with a tape measure at top, middle, and bottom of each stiffener run.

Crane Safety and Panel Lifting

Before the overhead crane is used, all students must stand clear of the lift zone. Only the instructor or a designated qualified rigger operates the crane controls during this exercise. Inspect slings and hooks before attaching them — look for cuts, kinking, corrosion, or missing safety latches. The lift points must be marked on the drawing or approved by the instructor; lifting from a single stiffener is not permitted. Wear hard hat, safety-toe boots, and gloves during the lift. Never walk under a suspended load. Guide the panel with tag lines, not your hands.

Plumbing the Bulkhead

Once the panel is set in the hull mock-up, plumb it in both planes: athwartship (across the beam) and fore-and-aft. Use a digital level on each face of the panel. The acceptance criterion for this lab is plumb within 1/8 inch per 4 feet — approximately 0.03 inches per foot, or roughly 3/16-degree tilt. Shim the base as needed and use strongbacks or dogs welded to the adjacent structure to hold position while you recheck. Recheck after every dog or tack is added, because the heat from tacking can pull the panel slightly. Never assume the first reading is final.

Joint Preparation and the Pre-Weld Inspection

All perimeter joints must be prepared to the joint detail shown on the drawing and called out in the WPS. Common requirements include a specific root opening (gap), bevel angle if required, and a clean, mill-scale-free surface in the weld zone. Use a wire brush or grinder to clean at least one inch back from the joint on both sides. Measure the root gap at multiple points — minimum every 12 inches along the joint — and record each measurement on the pre-weld inspection form. If the gap exceeds the WPS tolerance at any point, correct it before proceeding. ABS and AWS both require that joint fit-up be verified and documented before welding begins. The instructor must sign the inspection form before the MIG machine is energized.

PPE and Hazard Awareness

Wear appropriate PPE throughout: safety glasses at all times in the shop, a welding helmet with the correct shade lens during any arc welding, leather welding gloves, and flame-resistant clothing. When grinding, add a face shield over safety glasses and hearing protection. MIG welding produces ultraviolet radiation, spatter, and fumes — ensure ventilation is running and position yourself so fumes rise away from your breathing zone. Grinders and cutting tools have pinch and abrasion hazards; keep guards in place. Follow your shop's lockout/tagout (LOTO) procedures any time you adjust or clear a jam in the MIG wire feeder with the machine off.

Connection to Certification

Bulkhead fabrication and installation is a core task mapped to NCCER Shipfitting module content. The plumb, fit-up, and inspection steps you practice here directly reflect the knowledge and performance skills assessed in NCCER Shipfitting credentialing. The weld joint preparation standards come from ABS Rules and AWS WPS requirements that underpin the AWS D1.1 Certified Welder and ABS/USCG Weld Test credentials. Doing this work correctly in the lab is practice for doing it correctly on a real vessel under classification survey.

Key terms9

Transverse bulkheadA vertical plate structure running across the beam of a vessel, dividing the hull into separate compartments for structural support and watertight integrity.
Watertight integrityThe condition of a vessel's compartments and closures that prevents unintended passage of water between compartments, required by ABS and USCG standards.
StiffenerA flat bar, T-bar, or bulb flat welded to a plate to increase its resistance to buckling under load; vertical stiffeners are standard on bulkhead panels.
Welding Procedure Specification (WPS)A qualified, written document that specifies every essential variable for a weld — process, filler metal, preheat, joint geometry, and more — that welders must follow to meet code.
Root opening (root gap)The distance between the base metal pieces at the root of a joint before welding; must be within the tolerance specified in the WPS for proper fusion.
Dog (strongback dog)A steel fitting tack-welded to adjacent structure and used to pull, hold, or brace a panel in position during fit-up and tacking.
Pre-weld inspection formA documented checklist completed before welding begins, recording joint preparation, gap measurements, alignment, and cleanliness; required by ABS and quality programs.
PlumbExactly vertical in a given plane; a bulkhead that is out of plumb can compromise structural load transfer and compartment boundaries.
Lockout/tagout (LOTO)An OSHA-required safety procedure that isolates and de-energizes equipment before servicing or clearing jams, preventing accidental start-up and injury.

Worked examples4

1. Your digital level reads 0.18 inches of deviation over a 4-foot span on the bulkhead face. The acceptance criterion is 1/8 inch (0.125 in) per 4 feet. Is the bulkhead within tolerance, and by how much does it miss?
  1. Identify the tolerance: 1/8 inch = 0.125 inch per 4 feet.
  2. Identify the measured deviation: 0.18 inch over 4 feet.
  3. Compare: 0.18 in > 0.125 in, so the bulkhead is OUT of tolerance.
  4. Calculate the excess: 0.18 − 0.125 = 0.055 inch out of tolerance.
Answer: The bulkhead exceeds the plumb tolerance by 0.055 inch and must be adjusted before tacking.
2. A bulkhead panel is 8 feet tall. Stiffeners are spaced 12 inches on center, starting 6 inches from the left edge. How many stiffeners fit across a panel that is 48 inches wide, and where does the centerline of the last stiffener fall?
  1. The first stiffener centerline is at 6 inches from the left edge.
  2. Each subsequent stiffener is 12 inches farther: 6, 18, 30, 42 inches.
  3. Check whether a stiffener at 54 inches would fit: 54 > 48, so it does not.
  4. Count: stiffeners at 6 in, 18 in, 30 in, 42 in — that is 4 stiffeners.
  5. The last stiffener centerline is at 42 inches from the left edge.
Answer: Four stiffeners; the last stiffener centerline is 42 inches from the left edge of the panel.
3. The WPS specifies a root gap of 1/16 inch minimum and 3/16 inch maximum for the bulkhead perimeter joint. You measure the gap at five points and record: 0.063 in, 0.125 in, 0.188 in, 0.050 in, 0.200 in. Which points are out of tolerance?
  1. Convert tolerance to decimals: min = 1/16 = 0.0625 in; max = 3/16 = 0.1875 in.
  2. Check each measurement against the range [0.0625, 0.1875]:
  3. 0.063 in — within range (0.063 ≥ 0.0625). PASS.
  4. 0.125 in — within range. PASS.
  5. 0.188 in — exceeds max (0.188 > 0.1875). FAIL.
  6. 0.050 in — below minimum (0.050 < 0.0625). FAIL.
  7. 0.200 in — exceeds max (0.200 > 0.1875). FAIL.
Answer: Points 3, 4, and 5 are out of WPS tolerance. Point 4 is too tight; points 3 and 5 are too wide. All three must be corrected before welding.
4. You are cutting stiffeners to fit a bulkhead panel that is 96 inches tall. The drawing calls for stiffeners to terminate 5/16 inch short of each plate edge (to clear the perimeter weld). What is the correct cut length for each stiffener?
  1. Panel height: 96 inches.
  2. Stiffeners are short at both the top and bottom edges: 5/16 in × 2 = 10/16 in = 5/8 in total shortfall.
  3. Stiffener cut length = 96 − 5/8 = 95 and 3/8 inches.
  4. Express as a fraction: 95 3/8 inches.
Answer: Each stiffener is cut to 95-3/8 inches.

The math in this lesson2

Learners compute stiffener count at 12-inch spacing and cut length 5/16 inch short of each edge.
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Brush up in the math halls at newSchoolWorks.com:
In class: Instructor explains the structural and watertight function of bulkheads, the USCG/ABS requirements for watertight integrity, and the consequences of out-of-plumb installation; students read the relevant section of the ABS rules summary provided by instructor. · Students lay out, cut, and fit stiffeners to a bulkhead panel on the layout table, tacking stiffeners at correct spacing per the drawing, then lifting the panel into position in the hull mock-up using the shop overhead crane (instructor-supervised lift). · Students plumb the bulkhead in both planes using a digital level, shim and dog it into position, tack the perimeter, and complete a pre-weld inspection form documenting joint preparation, gap, and alignment measurements.
Materials: Bulkhead plate and stiffener stock; layout table; overhead crane (instructor-supervised); digital level; dogs, shims, clamps; pre-weld inspection forms; ABS Rules summary (instructor-provided excerpt); MIG setup; tape measure, combination square
Check: Bulkhead plumb checked with digital level in both planes: must be within 1/8 inch per 4 feet; perimeter gap within WPS tolerance at all measured points; pre-weld inspection form complete and signed; instructor signs off before welding begins. Mapped to NCCER Shipfitting: bulkhead installation.

Practice check8

Answer each question, then check it. Nothing is recorded; this is your own practice.

NCCER Shipfitting – bulkhead installation
1. What is the primary safety function of a watertight bulkhead on a vessel?
NCCER Shipfitting – rigging and material handling safety
2. Before the overhead crane lifts the fitted bulkhead panel, which action is required?
NCCER Shipfitting – bulkhead installation
3. The acceptance criterion for bulkhead plumb in this lab is 1/8 inch per 4 feet. A digital level reads 3/16 inch deviation over the same 4-foot span. What should you do?
NCCER Shipfitting – structural fit-up; ABS Rules
4. When fitting vertical stiffeners to a bulkhead plate, why must the stiffener foot be held tight against the plate before tacking?
AWS D1.1 Certified Welder – WPS compliance; ABS/USCG Weld Test
5. A WPS specifies a maximum root gap of 3/16 inch for a bulkhead perimeter joint. You measure a gap of 1/4 inch at one location. What is the required action before welding?
ABS/USCG Weld Test – pre-weld inspection; NCCER Maritime Welding
6. Which document must be completed and signed by the instructor before MIG welding of the bulkhead perimeter may begin?
NCCER Shipfitting – structural fabrication
7. Why do vertical stiffeners on a bulkhead panel terminate slightly short of the plate edge rather than running flush to the edge?
NCCER Maritime Welding – welding safety; AWS D1.1 Certified Welder
8. During MIG welding of the bulkhead perimeter, the correct PPE includes which combination?
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