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Load-Bearing Wall Removal: Sizing Structural Steel & Wood Beam Budgets

Open-concept wall removal is a structural project before it becomes a drywall project. Engineering, shoring, beam material, bearing posts and restoration all need separate budget lines.

▣ Updated September 2026◷ 12 min read▰ Structural remodeling
Structural beam illustration showing temporary shoring, LVL and steel beam concepts
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Engineer the Opening

Beam size depends on span, loads and bearing.

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Compare LVL vs. Steel

Material choice affects depth, weight and installation.

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Price Shoring

The building must remain supported during the swap.

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Restore Every Trade

Floor, drywall and ducts often cross the removed wall.

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Quick Answer

Do not price a load-bearing wall removal as demolition plus a beam. Start with engineering, then add temporary shoring, beam material, posts/footings or concentrated-load support, hoisting and the restoration of drywall, flooring, electrical and HVAC paths.

1. Engineering Comes Before Material Selection

The beam is sized from actual loads and span, not from a simple feet-of-wall rule. The engineer may also need to verify where new concentrated loads land.

Engineering Evaluation

$500–$1,800+

Broad planning range for residential analysis; drawings and complex calculations can increase cost.

Permit / Review

Local

Structural alterations commonly require permits and may need stamped documents.

2. Compare LVL and Steel by More Than Price

Beam TypeMaterial Planning RangeBudget Effect
LVL / engineered wood$25–$50/linear ftOften easier to integrate with wood framing, but deep sections can affect ceiling height.
Steel I-beam$60–$130/linear ftHigher handling/fabrication cost; can carry high loads at a shallower depth.

Plates, bolts, posts, hangers, fabrication, delivery and lifting are separate from the raw beam price.

3. Labor Is the Structural Sequence

  1. Open finishes and verify framing/utilities.
  2. Build temporary shoring as directed.
  3. Remove the wall in controlled stages.
  4. Install posts, bearings and beam.
  5. Transfer load and remove shoring.
  6. Complete fire blocking and trade rerouting.

4. Secondary Trades Often Decide the Final Cost

TradeTypical Effect
DrywallPatch ceiling/walls, hide posts or beam, texture and repaint.
FlooringFill wall footprint, lace hardwood or level subfloor.
ElectricalRelocate switches, receptacles, lights or circuits.
HVACMove supply/return ducts crossing the wall or beam pocket.
PlumbingReroute water/drain/vent if the wall served as a chase.

5. Example: 16-Foot Opening

Raw LVL at $25–$50/ft might only be $400–$800, but the project is far larger than the member itself.

Line ItemIllustrative Allowance
Engineering$1,000
Beam / connectors$1,200
Shoring + framing labor$3,500
Post/support modifications$1,500
Electrical / HVAC rerouting$1,500
Drywall / paint / floor repair$2,300
Illustrative total$11,000

6. Questions Before Opening the Wall

Frequently Asked Questions

How much does a structural engineer charge for a load-bearing wall review?

A broad planning range of roughly $500 to $1,800 can be useful for a limited residential evaluation, with stamped drawings, calculations, site conditions and complex openings potentially costing more.

Is steel always better than LVL for a long opening?

No. Steel can carry high loads at shallower depths, while LVL can be easier to cut, handle and connect with conventional framing. The engineer should select the member based on loads, span, depth limits and support conditions.

How much does LVL cost per linear foot?

A broad material planning range of about $25 to $50 per linear foot can be useful, depending on depth, ply count and local supply.

How much does a steel I-beam cost per linear foot?

A broad material planning range of about $60 to $130 per linear foot may be useful before fabrication, delivery, hoisting, connections and fire protection.

Why can wall removal affect the floor below?

A beam often transfers concentrated loads to posts. Those loads must continue to adequate support below, which can require posts, footings or structural reinforcement in lower levels.