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newSchoolWorks.com › VoTechWorks › Manufacturing & Marine › Shipbuilding / Marine Fabrication › Hull Construction › Lesson 7
MFG-SHIP13-02 · Lesson 7 · 22 clock hours · lab

Frame Fabrication: Transverse Frames and Floors

Objective. The student fabricates a transverse web frame and a floor plate from cut components, fitting and tacking all parts to dimensional tolerances specified on the frame drawing, with all joints prepared for welding per the applicable weld symbol.

What Transverse Frames and Floors Do

A ship's hull is a pressurized shell that must resist sea pressure, cargo loads, and the twisting forces of waves. Transverse frames are the ribs that run athwartship (side to side) and give the hull its cross-sectional shape. A transverse web frame is a deeper, heavier frame—typically spaced at every third or fourth frame bay—that carries concentrated loads from decks, bulkheads, and machinery. Floors are the transverse structural members that span across the bottom of the hull, connecting the port and starboard bottom shell plates and tying into the keel. Together, frames and floors form the internal skeleton that keeps the shell plating in shape under load.

Reading the Frame Drawing

Before touching any metal, read the frame drawing completely. Locate the following:

Mark your cutting list from the drawing before you pick up a grinder.

Setting Up the Strongback

A strongback (also called a layout table or assembly jig) is a heavy, flat, rigid surface—usually built from heavy I-beams welded to a concrete floor—that holds components in correct position while you tack-weld them. It is the reference datum for the entire assembly.

1. Clean and check the strongback. Remove slag, spatter, and debris. Verify the surface is flat with a straightedge and level.

2. Strike layout lines. Use soapstone or a scribe to mark the frame centerline, web height line, and flange reference line directly on the strongback (or on sacrificial steel strips tacked to it).

3. Set web plate. Stand the web plate on edge along the centerline. Use angle blocks (90-degree steel stops tacked to the strongback) to hold it vertical. Check plumb with a plumb bob and a torpedo level on the web face.

4. Set flange. Lay the flat-bar or face-bar flange against the web tip. Clamp with C-clamps or dogs and wedges (drift dogs driven against clips tacked to the strongback) to pull tight. Confirm the web-to-flange angle is 90° with a combination square.

5. Check squareness. Measure both diagonals of the assembled frame. They must be equal within tolerance. A difference in diagonals means the frame is racked (out of square)—adjust before tacking.

Tack Welding the Frame

Tack welds hold the assembly in position for full welding later. They must be strong enough to hold alignment but not so large that they cause distortion or are difficult for the production welder to incorporate.

Floor Plate Fabrication

The floor plate is a flat or slightly curved plate that forms the bottom of a frame bay. Procedure:

1. Cut the floor plate to the shape and dimensions on the drawing (straight cutter, plasma, or pre-cut blanks).

2. Mark and cut the limber hole—a notched cutout at the lowest inboard corner—so bilge water can flow freely to the centerline suction. The limber hole must not remove so much material that the floor loses structural integrity; size and location are specified on the drawing.

3. Mark and cut the drain hole if shown; some drawings call for a separate drilled or burned hole at a specific location.

4. Fit the floor plate to the bottom shell plate mock-up on the strongback. Use a straightedge across the shell plate surface and a level to confirm the floor stands plumb and its top edge is at the correct height.

5. Clamp and tack. Check alignment again after the first tacks—heat can shift parts slightly.

Safety

Personal protective equipment (PPE) is mandatory throughout this lab:

Lockout/tagout (LOTO): Before adjusting or clearing a jammed wire feeder or any powered equipment, follow your facility's LOTO procedure—de-energize, lock, tag, and verify zero energy.

Angle grinder safety: Inspect the disc for cracks before mounting. Never remove the guard. Keep bystanders out of the plane of the disc.

Hot metal: Freshly tacked steel holds heat. Use a slag hammer with a chip screen, and stamp or chalk-mark hot pieces.

Housekeeping: Keep the strongback area clear of tripping hazards. Secure cables and hoses so they do not cross walkways.

Inspection and Sign-Off

When your assembly is complete, request an instructor inspection before moving the frame. The instructor will:

Key terms9

Transverse web frameA deep, athwartship structural frame that resists cross-sectional loads; heavier than ordinary frames and usually spaced at wider intervals.
Floor plateA transverse plate spanning the bottom of a frame bay, connecting port and starboard bottom shell and tying into the keel structure.
StrongbackA rigid, flat jig or assembly table—usually heavy steel beams—used to hold frame components in correct alignment during fit-up and tacking.
Limber holeA notched cutout at the low corner of a floor plate that allows bilge water to drain freely to the suction point.
Lightening holeA round or oval cutout in a web plate that reduces weight while retaining most of the structural depth and bending strength.
Dog and wedgeA paired clamping device: a drift dog is welded or clamped to the strongback; a wedge is driven between the dog and the workpiece to pull parts tight.
ScantlingThe specified dimensions (thickness, height, width) of a structural member as shown on the ship's structural drawing.
Tack weldA small, temporary weld used to hold parts in position before full welding; must meet the same quality standards as production welds.
Squareness checkVerifying that an assembly has 90-degree corners by comparing the two diagonal measurements; equal diagonals confirm a square assembly.

Worked examples4

1. The frame drawing shows a web height of 18 inches and a flange width of 3 inches. You measure the assembled web height as 17 7/8 inches and the flange width as 3 1/8 inches. Are either dimension out of tolerance if the tolerance block states ±1/8 inch?
  1. Step 1 – Calculate the allowable range for web height: 18 − 1/8 = 17 7/8 in (minimum); 18 + 1/8 = 18 1/8 in (maximum).
  2. Step 2 – Compare measured web height: 17 7/8 in equals the minimum limit exactly. It is at the edge of tolerance but still acceptable.
  3. Step 3 – Calculate the allowable range for flange width: 3 − 1/8 = 2 7/8 in (minimum); 3 + 1/8 = 3 1/8 in (maximum).
  4. Step 4 – Compare measured flange width: 3 1/8 in equals the maximum limit exactly. Also at the edge of tolerance and still acceptable.
Answer: Both dimensions are at the tolerance limit but within the ±1/8 inch specification. Neither requires rework; document actual measurements on the inspection report.
2. You measure the two diagonals of a rectangular web frame assembly. Diagonal A is 36 1/4 inches and Diagonal B is 36 5/8 inches. How much are they out of square, and does this exceed the 1/8-inch frame squareness tolerance?
  1. Step 1 – Convert both measurements to eighths of an inch for easy comparison: 36 1/4 = 36 2/8 in; 36 5/8 = 36 5/8 in.
  2. Step 2 – Find the difference: 36 5/8 − 36 2/8 = 3/8 in.
  3. Step 3 – Compare to tolerance: 3/8 in is greater than 1/8 in.
Answer: The diagonals differ by 3/8 inch, which exceeds the 1/8-inch squareness tolerance. The frame must be racked back into square before tacking is complete.
3. A floor plate blank is 24 inches wide. The drawing locates the limber hole notch starting 2 inches from the inboard edge and extending 4 inches across and 3 inches up. What is the remaining net width of the floor plate at the limber hole cross-section?
  1. Step 1 – Identify the portion removed by the limber hole: the notch is 4 inches wide measured from the inboard edge (2-inch clear + 4-inch notch = 6 inches from inboard edge to the far side of the notch).
  2. Step 2 – Actually the notch removes 4 inches of width starting at 2 inches from the inboard edge, so total material consumed at that section = 2 in (kept) + 4 in (removed) = 6 in from inboard edge, leaving the remaining section from 6 in to 24 in.
  3. Step 3 – Net remaining width = 24 − 6 = 18 inches.
Answer: The floor plate has a net width of 18 inches at the limber hole cross-section. Verify the drawing confirms this reduced section is acceptable for the structural load case.
4. You need to place tack welds every 16 inches along a web-to-flange joint that is 7 feet 4 inches long. How many tack welds are needed (start at one end, finish at the other end, including both ends)?
  1. Step 1 – Convert total length to inches: 7 ft 4 in = (7 × 12) + 4 = 88 inches.
  2. Step 2 – Divide by spacing: 88 ÷ 16 = 5.5 spaces.
  3. Step 3 – Round up to whole spaces: 6 spaces (the last space will be less than 16 inches, which is acceptable).
  4. Step 4 – Number of tack welds = number of spaces + 1 = 6 + 1 = 7 tacks.
Answer: 7 tack welds are required, placed at 0, 16, 32, 48, 64, 80, and 88 inches from one end.

The math in this lesson2

Learners divide a 7 ft 4 in joint by 16-inch spacing to count tack welds.
6.RP.37.NS.3
In class: Instructor demonstrates layout of a web frame on a strongback or layout table, including use of a plumb bob, level, and angle blocks to set web and flange alignment; students observe and then set up their own frame components on the strongback. · Each student fits and tack-welds a transverse web frame assembly—web plate, face bar or flatbar flange, and lightening holes if specified—verifying squareness and camber against the drawing before instructor checks fit-up. · Floor plate fabrication: students cut, fit, and tack a floor plate with a limber hole and a drain hole to the bottom shell plate mock-up on the strongback, checking alignment with a straightedge and level.
Materials: Structural steel shapes (flatbar, angle, T-bar per cutting list); floor plate blanks; strongback or layout table; plumb bob, torpedo level, angle blocks, clamps, dogs, wedges; tack-weld capable MIG or SMAW equipment; angle grinder; frame drawing from course hull project; steel tape, combination square
Check: Instructor checks completed frame assembly against drawing using tape measure and square; web height, flange width, and overall frame squareness must each be within 1/8 inch of nominal; all tack welds visually acceptable (no cracks, proper size); instructor signs frame inspection report. Mapped to NCCER Shipfitting: frame fabrication.

Practice check8

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

NCCER Shipfitting: frame fabrication
1. What is the primary purpose of a strongback in frame fabrication?
NCCER Shipfitting: frame fabrication
2. A shipfitter measures both diagonals of a completed web frame and finds they differ by 1/4 inch. The drawing tolerance for squareness is ±1/8 inch. What is the correct action?
NCCER Shipfitting: frame fabrication
3. What is the function of a limber hole in a ship's floor plate?
Safety / PPE
4. Before mounting a cutting or grinding disc on an angle grinder, a shipfitter should:
AWS D1.1 Certified Welder: weld quality
5. A cracked tack weld is discovered during fit-up inspection. The correct action is to:
NCCER Shipfitting: layout and measurement
6. When checking a web plate for plumb on a strongback, which combination of tools is most appropriate?
NCCER Shipfitting: frame fabrication
7. Lightening holes in a web frame are best described as:
Safety / LOTO
8. Which lockout/tagout (LOTO) step must be completed after locking and tagging out a welding power source before performing maintenance on the wire feeder?
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