How Steel Lintels Are Sized for Brick Openings
A steel lintel should be selected for the masonry it has to support — not simply because it fits the width of the opening.
Steel lintels support brickwork over windows, doors, garage openings, and other interruptions in a masonry wall. When that steel is inadequate, deteriorated, poorly bearing, excessively flexible, or incorrectly configured for the opening, the masonry above it can begin to crack, separate, drop, or rotate. Proper replacement starts by understanding what the steel is actually being asked to carry.
This guide explains the conditions considered when evaluating steel lintel support in residential brick masonry. Final steel requirements can vary by opening, loading, construction, and project-specific structural conditions.
What a Steel Lintel Actually Supports
A steel lintel does more than bridge an empty space in the wall. It creates a structural path that allows masonry above a window, door, garage opening, or other interruption to transfer its load into supported masonry on each side.
Brick masonry performs well when it is continuously supported. The moment an opening is introduced into the wall, that support is interrupted. The lintel spans across the opening and provides a surface for the masonry above to bear on.
From there, the load carried by the lintel has to travel toward each end of the steel and into the masonry supporting it. That makes the steel itself only one part of the system. The condition of the bearing areas, the geometry of the wall, and the masonry surrounding the opening all matter.
If the lintel bends excessively, rotates, loses bearing, deteriorates, or was not adequate for the opening in the first place, movement can transfer directly into the brickwork. The masonry may respond by opening mortar joints, cracking brick, dropping above the opening, or separating near the ends of the lintel.
Replacing steel without understanding where the masonry load is coming from and where that load is being transferred can leave the most important part of the problem unresolved.
Masonry Above the Opening
Brickwork above the window, door, or garage opening creates the load that must be supported across the interrupted section of wall.
Steel Lintel
The lintel spans the opening and receives the masonry load that can no longer transfer directly downward through the open space.
End Bearing
Each end of the lintel bears beyond the opening so the reaction from the supported masonry can transfer into solid support.
Adjoining Masonry
The masonry at each side of the opening ultimately receives that transferred load and becomes part of the complete support condition.
Span Changes Demand
As the unsupported distance increases, the steel is being asked to bridge a larger opening while controlling movement under the masonry.
Bearing Matters
The lintel must transfer its reactions into sound support at each end. A strong piece of steel cannot compensate for an inadequate bearing condition.
Movement Reaches the Brick
Brick masonry is comparatively unforgiving of support movement. Excessive lintel movement can become visible as cracked units, opened joints, or displacement above the opening.
The objective is not simply to install new steel. The objective is to restore a reliable path from the masonry above the opening, through the lintel, into adequate bearing, and back into stable masonry — then reconstruct the brickwork around that corrected support.
Why We Don't Size Steel Lintels by Opening Width Alone
Opening width matters, but it does not tell the entire story. A lintel must be capable of supporting the masonry condition above the opening while transferring that load into adequate support at each end and limiting movement that can damage the brickwork.
When a lintel has already failed, copying its original dimensions without evaluating why it failed can reproduce the same weakness. Replacement starts with the actual opening, the masonry above it, the available bearing, and the behavior required from the new steel.
The Unsupported Distance
The clear span is the distance the lintel must bridge between supported areas. As that unsupported distance changes, the demand placed on the steel changes with it.
What Is Sitting Above the Opening
The quantity and configuration of masonry above the lintel affect the load being transferred into the steel. Wall height, nearby openings, architectural details, and the geometry above the opening all matter.
The Surface Supporting the Brick
The horizontal leg of the angle provides the bearing surface beneath the masonry veneer. Its dimensions are part of how the lintel interfaces with and supports the brickwork above the opening.
Geometry Affects Stiffness
The vertical leg is not simply extra steel hanging behind the brick. The geometry of the angle affects its stiffness and resistance to bending and rotation under load.
Thickness Changes How the Angle Performs
Steel thickness affects the stiffness and capacity of the lintel. Two angles with similar outside dimensions can perform very differently when their thicknesses are not the same.
The Steel Needs Somewhere to Transfer the Load
The lintel extends beyond the clear opening so reactions can transfer into supported masonry. The available bearing and the condition of the masonry beneath those ends are part of the repair.
Steel Can Be Strong and Still Move Too Much
Supporting the load without failing is only part of the job. Excessive movement can still open mortar joints, fracture brick, or allow the masonry above the opening to drop or separate.
How the Masonry Loads the Angle Matters
Masonry veneer does not always load a lintel in a perfectly centered manner. The position of that load relative to the steel can contribute to rotation and affect the way the support behaves.
Two Eight-Foot Openings Are Not Automatically the Same Repair
An eight-foot opening with a relatively simple masonry condition above it, adequate bearing at both ends, and limited surrounding wall height may place one set of demands on the lintel.
Another eight-foot opening may have substantially more masonry above it, nearby openings, different wall geometry, limited bearing, or conditions that increase the potential for movement and rotation.
The better question is: what support does this specific opening require? The replacement steel, its dimensions, bearing, installation, and the masonry reconstruction around it should all be based on the condition being repaired — not a one-size-fits-all rule.
Deflection: When Steel Moves Before It Fails
A lintel does not have to break, buckle, or visibly collapse before movement begins affecting the masonry above it. Controlling how much the steel moves under load is an important part of supporting brittle brick masonry around an opening.
Structural strength and acceptable movement are not the same question. A lintel may continue carrying its load while bending or rotating enough to disturb the brickwork it supports. For masonry, that movement can become visible long before anyone would describe the steel itself as “broken.”
Brick and mortar are relatively rigid materials. They do not follow substantial support movement the way a flexible finish might. When the steel beneath the masonry changes position, the wall above has to accommodate that movement somewhere.
That is one reason cracks can develop above a window or door even when the lintel still appears to be in place. The steel may be supporting the masonry, but the amount or direction of movement can still be incompatible with the brickwork above it.
Longer spans, steel geometry, thickness, loading, bearing conditions, and the position of the masonry relative to the angle can all influence how the support behaves. That is why lintel evaluation should consider stiffness and movement in addition to basic load-carrying ability.
On an existing failed opening, the cracking pattern can provide useful evidence. Separation at the lintel line, fractured brick, opened mortar joints, movement near the ends of the steel, or a visible drop across the opening can help show how the masonry has responded to the support condition below it.
Can the Steel Carry the Required Load?
Strength addresses whether the lintel has sufficient structural capacity for the forces acting on it.
Can It Support the Masonry Without Excessive Movement?
Serviceability considers how the support behaves under load, including movement that may damage the masonry even when the steel remains intact.
Both Conditions Matter
Replacement steel needs to provide the required structural support while also controlling movement appropriately for the masonry built above the opening.
Open Mortar Joints
Joints can begin separating as the supported masonry changes position relative to the surrounding wall.
Fractured Brick
Stress can travel through the masonry units themselves instead of remaining confined to the mortar joints.
Dropped Masonry
Brickwork directly above the opening may begin to settle or visibly drop from its original alignment.
Cracking at Lintel Ends
Stress can concentrate where the steel transitions from the clear opening into its bearing areas.
A successful lintel does more than remain in the wall. It has to provide adequate support while keeping movement compatible with the masonry above it. When replacing steel beneath a damaged opening, stiffness, geometry, span, load, bearing, and the existing failure pattern all deserve consideration before the brickwork is rebuilt.
Bearing: Where the Lintel Hands the Load Back to the Wall
The clear opening is only the unsupported portion of the lintel. The steel must continue beyond that opening so the load it carries can be transferred into supporting masonry at each end.
The diagram below is conceptual. Actual bearing requirements depend on the lintel, loading, masonry condition, and project-specific design.
The Steel Needs Support
The lintel behaves as a beam across the opening. At each end, its reactions must be transferred into masonry capable of supporting them.
More Length Is Not the Entire Answer
Simply extending the steel farther does not automatically correct a poor support condition. The masonry beneath the bearing area and the load being transferred into it also matter.
Both Ends Matter
An opening can perform poorly when one side has an inadequate or damaged bearing condition even if the opposite end appears properly supported.
Measure the Window and Order Steel
The visible width of the opening does not tell you enough about the required lintel length, available bearing, masonry condition, loading, stiffness, or how the replacement should be installed.
Evaluate the Entire Support Condition
Determine the clear span, inspect the masonry at both ends, understand the load being supported, evaluate the existing failure, and then establish the steel and bearing condition required for the repair.
The brickwork around each end of the opening may need to be exposed so the existing steel length, bearing condition, and surrounding masonry can be evaluated. If the original support was inadequate, the goal is not to hide that condition behind new brick — it is to correct it before reconstruction.
The steel bridges the opening, but the load still has to go somewhere. Proper bearing allows the forces carried across the opening to return into supported masonry at each end. Steel size, total lintel length, bearing, and the masonry receiving those reactions have to work together as one support system.
Why the Horizontal Leg, Vertical Leg & Steel Thickness Matter
A steel angle is not defined by one measurement. Its horizontal leg, vertical leg, thickness, length, and orientation work together to create the structural properties of the lintel supporting the masonry.
Two lintels can look similar from the ground and still have very different structural properties. Changing the leg dimensions or thickness changes the steel section itself, which affects how that angle resists bending, controls movement, and interacts with the masonry above the opening.
Simplified illustration only. The dimensions, orientation, loading, support condition, and section properties of the actual steel must be evaluated for the opening being repaired.
Horizontal Leg
The horizontal leg creates the shelf beneath the brick veneer. It needs to physically support the masonry while working as part of the complete steel section rather than simply extending far enough to be visible beneath the brick.
Vertical Leg
The vertical leg contributes significantly to the geometry and stiffness of the angle. Changing its depth changes the section properties and can change the way the lintel responds to bending.
Steel Thickness
Thickness is not a cosmetic measurement. Increasing or decreasing thickness changes the amount of steel in the section and affects its structural properties. Two angles with the same leg dimensions but different thicknesses are not equivalent lintels.
Orientation & Load Position
A single-angle lintel is not loaded like a perfectly symmetrical beam. Where the masonry sits relative to the angle can influence bending and rotation, which is another reason the complete support condition matters.
Structural angles are identified by their leg dimensions and material thickness. Those measurements are not interchangeable. Changing one dimension creates a different section with different geometric properties, which is why simply asking for “angle iron” does not specify a structural lintel.
Same Span
Two lintels may bridge the exact same opening while having completely different steel geometry.
Different Leg Size
Changing the dimensions of either leg changes the shape and structural properties of the angle.
Different Thickness
Similar-looking angles can contain different amounts of steel and perform differently under load.
Different Loading
Changes in masonry height, geometry, or load position can change what the lintel is being asked to resist.
“Put a Thicker Angle in It”
Thickness matters, but thickness by itself does not define the complete lintel. Span, leg dimensions, bearing, masonry load, deflection, rotation, and installation all remain part of the support condition.
Select the Steel as a Complete Section
The steel should be evaluated as an actual structural shape with specific dimensions and section properties, then considered together with the opening, loading, bearing, and masonry that will be reconstructed above it.
Once the brickwork is rebuilt, most of the lintel disappears back into the wall. That is exactly why the steel should be selected correctly before reconstruction begins. Leg dimensions, thickness, span, bearing, loading, stiffness, and the behavior of the opening all need to make sense before the repair is covered with finished masonry.
Why Copying the Original Failed Lintel Can Be a Mistake
The dimensions of the existing steel tell us what was installed — not automatically what should go back. When a lintel has already contributed to cracking, movement, or masonry displacement, the reason for that failure should be understood before replacement steel is selected and the wall is rebuilt.
A failed opening gives us evidence. Steel dimensions, total lintel length, bearing, corrosion, deformation, masonry cracking, wall geometry, and the amount of brick above the opening can all help explain how the original support performed. That information should be used — not covered back up.
Inadequate Steel
The original angle may not have had the geometry, thickness, stiffness, or other structural properties appropriate for the span and masonry condition it was supporting.
Inadequate Bearing
The steel may be too short, poorly supported at one end, or bearing on masonry that no longer provides the condition the lintel needs to transfer its reactions reliably.
Excessive Movement
A lintel can remain in the wall while bending or rotating enough to crack brick, open joints, or allow masonry above the opening to change position.
Corrosion & Section Loss
Moisture exposure and corrosion can deteriorate steel over time. Expanding corrosion products may also affect the masonry immediately surrounding the lintel.
Different Loading Than Expected
Wall height, nearby openings, architectural masonry, additions, or other geometry around the opening can create a support condition that cannot be understood from clear span alone.
More Than One Problem
Existing failures are not always caused by one deficiency. Steel, bearing, movement, deteriorated mortar, cracked brick, and surrounding wall conditions can occur together.
The exact repair sequence depends on the opening and existing conditions, but the principle stays the same: protect the masonry, expose the failed support, establish the corrected support condition, and only then reconstruct the finished brickwork.
Evaluate the Failure
Document cracking, displacement, steel condition, bearing areas, wall geometry, and the masonry surrounding the opening.
Support the Masonry
Where the repair requires it, temporary support is installed before removing masonry or structural steel from the opening.
Expose the Existing Steel
Necessary masonry is carefully removed so the actual lintel dimensions, bearing, deterioration, and surrounding conditions can be seen.
Correct the Support
The replacement steel and bearing condition are established for the actual opening rather than automatically duplicating the failed condition.
Rebuild the Masonry
Original brick is reused when practical and the opening is reconstructed with attention to bond, alignment, mortar, joints, and finished appearance.
The Wall Above the Opening Matters During Demolition
Removing a lintel changes the support condition beneath the masonry. On repairs where temporary support is required, the brickwork is stabilized before failed steel is removed so the demolition sequence does not rely on the component being replaced.
Remove Enough to Repair It — Not More Than Necessary
The objective is to expose the failed condition and create the access required for the new support while preserving sound masonry whenever practical. Major structural repair does not have to mean uncontrolled demolition.
“Put Back Whatever Was There”
Measure the old angle, order the same steel, slide it back into the opening, patch the masonry, and assume the original configuration was correct simply because it was original.
Determine Why the Opening Failed First
Evaluate the span, masonry condition, steel geometry, bearing, visible movement, deterioration, and existing failure pattern. Then establish support appropriate for the repair before reconstructing the masonry.
Some openings require project-specific structural design or engineering based on span, loading, configuration, construction, or other conditions. A responsible repair does not turn a complicated structural opening into a universal field rule simply to avoid that step.
Once a lintel replacement is complete, most of the structural work disappears behind the finished masonry. That makes the work performed before the last brick is laid especially important: temporary support where required, controlled demolition, proper evaluation of the existing opening, corrected steel and bearing conditions, and careful reconstruction afterward.
Temporary Shoring & How a Major Lintel Replacement Is Actually Performed
On a major lintel replacement, the finished brickwork is the last part of the repair — not the first. Before failed steel is removed, the masonry above the opening has to be treated as part of an active structural repair and supported accordingly where required.
Where the opening and masonry condition require temporary support, shoring is installed before demolition begins. This allows the failed steel and necessary surrounding masonry to be removed in a controlled sequence while the masonry above remains supported independently of the component being replaced.
Evaluate
Confirm the cracking pattern, opening geometry, existing steel, masonry condition, and scope before demolition begins.
Support
Install temporary support where the masonry above the opening requires stabilization during removal of the existing lintel.
Dismantle
Remove only the masonry necessary to expose the failed steel, bearing areas, and repair condition.
Replace
Remove the failed lintel and establish the corrected steel and bearing condition for the opening.
Reconstruct
Clean and reuse original brick when practical, then rebuild the masonry around the corrected support.
Finish
Match alignment, bond, mortar, joint profile, and final appearance so the repair belongs in the wall.
The first objective during demolition is control. A structural opening may contain cracked brick, displaced masonry, deteriorated mortar, damaged steel, or areas that are no longer carrying load in the same way they originally did. Removing material without accounting for that condition can create unnecessary movement.
Temporary shoring gives the repair sequence a stable starting point. Once support is established where needed, the masonry can be dismantled carefully enough to expose the existing lintel, evaluate its actual dimensions and bearing, and remove it without asking the failed steel to continue doing its job during the process.
After the failed lintel is removed, the opening can be rebuilt around the corrected support condition. That may involve new steel, improved bearing, rebuilding masonry at the ends of the opening, and correcting damaged material that became visible once the wall was opened.
Only after the structural work is complete should the finished brickwork go back. Original brick can often be salvaged, cleaned, and reused, helping the repair retain the same material, weathering, and character as the surrounding wall.
The Goal Is Not Maximum Demolition
A professional lintel replacement should create enough access to perform the structural work correctly while protecting sound masonry that does not need to be removed.
Brick Salvage
Existing brick is preserved and cleaned when practical so the reconstructed opening can retain the closest possible material match.
Bond & Alignment
Brick courses, head joints, bed joints, corners, and opening geometry are rebuilt to line back up with the surrounding masonry.
Mortar Matching
Mortar color, texture, aggregate appearance, and joint tooling are considered so the repair does not read as a fresh rectangular patch.
Finished Appearance
The visible masonry should look intentional and properly rebuilt even though the most important work is hidden behind it.
Brick, Mortar & a Finished Opening
When the job is complete, the visible result is rebuilt masonry that should blend naturally into the home. Most of the steel, bearing work, temporary support, and structural preparation disappears from view.
Everything That Happens Before the Last Brick Is Laid
Proper support, controlled removal, understanding the failure, correcting the steel and bearing condition, preserving usable material, and rebuilding carefully are what separate structural masonry repair from cosmetic patchwork.
The complexity belongs inside the process: supporting the masonry, exposing the failure, installing the corrected structural support, preserving original material where practical, and rebuilding the opening accurately. When that work is done correctly, the homeowner should be left with a wall that looks like it was always supposed to be there.
When a Steel Lintel Repair Needs Project-Specific Engineering
Not every lintel replacement is the same. Some residential openings are relatively straightforward, while others involve spans, loading, wall geometry, support conditions, or existing failures that deserve project-specific structural analysis before replacement steel is selected.
A knowledgeable masonry contractor should understand enough about structural support to recognize when an opening should not be reduced to “we always use this size angle.” Complicated conditions deserve a design based on the actual wall rather than confidence based on repetition.
Large or Unusual Spans
As openings become wider or depart from ordinary residential conditions, the demands on the lintel and its support can become substantially more important.
Heavy Masonry Above
Tall wall sections, multiple stories of veneer, architectural masonry, or substantial material above the opening can change the loading being transferred into the support.
Complicated Wall Geometry
Nearby windows, intersecting openings, corners, returns, arches, offsets, and other architectural conditions can change how the masonry around the lintel behaves.
Limited Bearing Conditions
When there is not a straightforward area of sound masonry available at one or both ends of the lintel, the support condition may require more than simply extending the steel.
Severe Existing Movement
Significant displacement, rotation, dropped masonry, multiple cracking patterns, or deformation can indicate that the opening needs a deeper structural evaluation before reconstruction begins.
Uncertain Load Path
When it is not clear what the existing steel is supporting, where those forces are being transferred, or how adjacent construction interacts with the opening, assumptions should not replace analysis.
Understand What Is Actually in the Wall
Field evaluation can identify cracking patterns, expose existing steel, document span and bearing conditions, determine how the brickwork was constructed, locate damaged masonry, and establish what must be dismantled and reconstructed to complete the repair.
Establish the Required Structural Solution When Needed
Where the condition requires formal analysis, an engineer can evaluate the project-specific loads, steel section, support, connections, deflection, and other structural requirements rather than relying on a universal field assumption.
The exact scope depends on the structure and repair, but engineering can define structural requirements that cannot responsibly be determined from opening width alone.
Required angle dimensions, thickness, configuration, or another structural steel solution appropriate for the opening.
The forces acting on the support and the acceptable movement of that support under the project-specific condition.
How the structural support transfers forces at its ends or connects into the adjoining construction.
Project-specific structural details that guide how the opening should be supported and reconstructed.
There is nothing professional about pretending every structural opening has the same answer. The better standard is knowing what can be evaluated and repaired from established masonry conditions, recognizing when a project has moved beyond that scope, and making sure complicated structural decisions are based on the information the opening actually requires.
Most homeowners do not need a lecture in structural engineering. They need confidence that the contractor opening their brick wall understands the difference between a routine masonry repair and a condition that deserves additional structural design. That judgment is part of doing major masonry repair responsibly.
How the Brickwork Is Rebuilt After the New Lintel Goes In
Correcting the steel solves only one half of a major lintel repair. The masonry that was cracked, displaced, or removed to access the opening still has to be reconstructed accurately enough to restore the wall — and carefully enough that the repair does not look like a repair.
A heavy piece of replacement steel does not excuse poor brickwork. Once the opening is structurally supported, the courses, bond pattern, brick selection, mortar, joint profile, alignment, and architectural details all have to be rebuilt around that support with the same level of attention.
Preserve Original Brick
Existing brick is salvaged and cleaned whenever practical so the reconstructed area can retain the closest possible material match.
Restore Course Alignment
Bed joints and brick courses need to reconnect accurately with the undisturbed masonry surrounding the repair.
Maintain the Bond
Head joints and brick placement are reconstructed to continue the existing bond pattern instead of creating an obvious patch.
Match the Mortar
Color, aggregate appearance, texture, and joint tooling all influence how well new mortar blends into existing masonry.
Finish the Opening
Corners, returns, arches, cast stone, sill conditions, and other details are rebuilt back into the surrounding architecture.
Original brick is often the best match available because it already belongs to the house. When those units can be removed without excessive damage, they can be cleaned of old mortar and reincorporated into the reconstructed opening.
Any brick that is fractured, badly damaged, or otherwise unsuitable for reuse should be replaced rather than hidden back inside the finished wall. Replacement units are selected as closely as practical for color, texture, size, and overall appearance.
Alignment becomes especially important on a large opening because small errors compound across multiple courses. Bed joints need to return to the correct elevations, vertical joints need to reconnect with the surrounding bond, and architectural elements need to return to their intended positions.
Mortar is the final visual connection between the repair and the existing wall. A good brick match can still look wrong if the mortar is too light, too dark, too smooth, too coarse, or tooled differently from the surrounding masonry.
The goal is not to make a newly reconstructed area look artificially old. The goal is to rebuild it accurately with compatible materials and workmanship so the repair settles visually back into the home instead of announcing where the wall was opened.
The Finished Wall Is Built One Detail at a Time
Once the structural support disappears behind the brick, these are the details the homeowner will continue seeing.
Brick
Existing units are reused when practical; replacement brick is selected as closely as possible when damaged units cannot go back.
Mortar
Color and texture matter, but so do aggregate, curing appearance, joint depth, and how the mortar is finished.
Joint Profile
A different joint shape can catch light differently and make otherwise well-matched masonry stand out from the original wall.
Geometry
Straight courses, correct openings, clean corners, and accurate architectural lines determine whether the reconstructed area feels original.
The Opening Is Supported Correctly
The failed support has been exposed and corrected. The replacement steel, bearing, and repair condition now make sense for the masonry being rebuilt above it.
You Cannot Immediately See Where the Wall Was Rebuilt
The brick, mortar, courses, joints, bond, and architectural details return cleanly enough that the finished opening still looks like part of the original home.
A complete lintel replacement combines two different disciplines: correcting the structural support hidden inside the wall and reconstructing the visible masonry around it. Both have to be done well. Strong steel behind sloppy brickwork is not a finished repair — and beautiful brickwork rebuilt over inadequate support is not one either.
What a Proper Steel Lintel Repair Should Actually Include
By the time a lintel problem becomes visible in the brickwork, the repair may involve far more than replacing a cracked mortar joint. Whoever performs the work should understand the structural opening, the masonry surrounding it, and the reconstruction required after the failed support is corrected.
You are hiring someone to dismantle part of your home's masonry, manage the support condition during that work, determine what failed, install the corrected support, and then put the wall back together accurately enough that the finished repair still belongs on the house.
Evaluation Before Demolition
The contractor should understand the cracking pattern, opening geometry, existing support, surrounding masonry, and likely repair scope before tearing brick out of the wall.
Temporary Support When Required
If the masonry needs independent support while the existing lintel is removed, that support should be part of the repair sequence — not an afterthought once demolition has started.
The Existing Failure Gets Exposed
Necessary masonry should be removed so the actual lintel, bearing areas, deterioration, deformation, and surrounding condition can be evaluated rather than guessed at from the ground.
Replacement Support Fits the Condition
The replacement should make sense for the span, loading, steel geometry, bearing, masonry condition, and movement requirements of the actual opening.
Original Brick Is Preserved When Practical
Salvaging usable original brick can provide the best possible material match and reduce the amount of new masonry that has to be blended into the existing home.
Broken Brick Is Actually Replaced
Fractured masonry units should not disappear beneath mortar smeared across the face. Damaged brick is removed and replaced during reconstruction.
The Masonry Is Reconstructed Accurately
Course height, bond pattern, head joints, corners, returns, architectural geometry, and alignment need to reconnect cleanly with the untouched wall around the opening.
Mortar & Finish Matter
Mortar color, aggregate, texture, joint profile, tooling, and cleanup all affect whether the finished structural repair blends back into the home or looks obviously rebuilt.
A homeowner does not need to become a structural engineer to screen a contractor. A few straightforward questions can reveal a lot about how the opening is going to be approached.
The contractor should be able to explain the demolition and support sequence for the opening being repaired.
“We always use this size” is very different from evaluating the actual opening and determining what support it requires.
On major reconstruction, preserving reusable original material can make an enormous difference in the finished appearance.
A professional answer should leave room for additional structural evaluation when the exposed condition requires it.
Correct the Support. Rebuild the Masonry. Finish the Entire Repair.
Our approach to major lintel work starts with the condition behind the cracking. We evaluate the opening, support masonry where required, expose the existing steel and bearing areas, correct the repairable structural condition, preserve original material whenever practical, and reconstruct the brickwork with close attention to alignment, mortar, joints, and finished appearance.
Find Out What Is Moving Before Paying Someone to Cover It Back Up.
A failed lintel can hide behind surprisingly small cracks until the masonry movement becomes more obvious. The right first step is not automatically repointing the crack or replacing a few bricks. It is understanding whether the opening still has the structural support the masonry above it requires.
Brick Fix Solutions backs completed masonry repair and reconstruction work with a 2-year workmanship warranty. Project scope and structural requirements are established based on the conditions of the individual repair.