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Reshoring & Load Bearing Safety

Critical Protocols for Interior Structural Work

STRUCTURAL WARNING

Improper reshoring during load-bearing demolition can cause immediate structural collapse. Never remove load-bearing elements without engineered temporary support systems.

Reshoring is the critical process of installing temporary structural support when load-bearing walls, beams, or columns are removed or modified. This guide covers the essential safety protocols, equipment requirements, and installation procedures for aluminum beams and adjustable props during interior demolition and renovation work.

Understanding Reshoring Systems

What is Reshoring?

Reshoring provides temporary structural support to safely transfer loads around areas where permanent support is being removed or modified.

  • • Supports floors and roofs during wall removal
  • • Maintains structural integrity during renovation
  • • Prevents sagging, cracking, and collapse
  • • Allows safe work below supported areas

When is Reshoring Required?

  • Removing any load-bearing wall
  • Creating openings in load-bearing walls
  • Underpinning beneath load-bearing walls
  • Beam or column replacement
  • Foundation repairs under loaded walls

Aluminum Beam Support Systems

Standard Aluminum Beam Specifications

Beam TypeLoad CapacityMax SpanWeightApplication
Light Duty (4")2,500 lbs/ft12 ft8 lbs/ftResidential walls
Medium Duty (6")4,000 lbs/ft16 ft12 lbs/ftFloor joists support
Heavy Duty (8")6,500 lbs/ft20 ft18 lbs/ftMulti-story loads
Extra Heavy (10")10,000 lbs/ft24 ft25 lbs/ftCommercial/industrial

Important: Actual capacity depends on prop spacing, load distribution, and safety factors. Always consult engineer's specifications.

Aluminum Beam Installation Process

1

Calculate Load Requirements

Determine total load from floors, roof, and live loads above

2

Select Beam Size

Choose beam with 2x safety factor over calculated load

3

Position Support Posts

Install adjustable props at maximum 4-foot centers

4

Install Bearing Plates

Use minimum 12"x12" steel plates to distribute load

5

Place and Level Beam

Position beam tight against existing structure

6

Pre-load System

Adjust props to take load before demolition begins

Adjustable Props & Support Posts

Light-Duty Props

4,500 lbs
  • • Height: 4'7" - 7'9"
  • • Plate: 6" x 6"
  • • Residential use
  • • Single story loads

Heavy-Duty Props

12,000 lbs
  • • Height: 5'7" - 9'10"
  • • Plate: 8" x 8"
  • • Multi-story loads
  • • Commercial use

Super-Duty Props

22,000 lbs
  • • Height: 6'6" - 16'5"
  • • Plate: 12" x 12"
  • • Industrial loads
  • • High-rise work

Critical Prop Safety Requirements

Installation Requirements

  • ⚠️ Props must be perfectly plumb (±1°)
  • ⚠️ Base plates on solid, level surface
  • ⚠️ Pins locked in designated holes only
  • ⚠️ Never exceed rated capacity

Prohibited Practices

  • No extensions or modifications
  • No damaged or bent props
  • No eccentric loading
  • No removal under load

Load Calculation & Distribution

Typical Residential Load Calculations

Dead Loads (Structure)

  • Wood frame floor: 10 psf
  • Concrete slab (4"): 50 psf
  • Drywall ceiling: 5 psf
  • Roofing (asphalt): 3 psf
  • Interior walls: 20 psf

Live Loads (Occupancy)

  • Residential floor: 40 psf
  • Bedroom areas: 30 psf
  • Storage/attic: 20 psf
  • Snow load: 25 psf
  • Construction: 50 psf

Example Calculation: 12-foot Wall Removal

• Tributary area: 12 ft wall × 10 ft floor span = 120 sq ft

• Dead load: 120 sq ft × 65 psf = 7,800 lbs

• Live load: 120 sq ft × 40 psf = 4,800 lbs

Total load: 12,600 lbs

• With 2x safety factor: 25,200 lbs capacity required

Required: (2) Heavy-duty props at 4 ft spacing with 8" aluminum beam

Safe Reshoring Installation Sequence

Phase 1: Preparation & Setup

  • Verify load calculations with engineer

    Double-check all loads and safety factors

  • Inspect all equipment

    Check props, beams, plates for damage

  • Mark prop locations

    Layout according to engineer's plan

  • Install monitoring equipment

    Set up dial gauges and level points

Phase 2: Installation

  • Place bearing plates

    Center on marked locations, verify level

  • Erect props at correct height

    Leave 1" gap for beam insertion

  • Install aluminum beams

    Center on props, check alignment

  • Pre-load system gradually

    Raise props in 1/4" increments

Phase 3: Load Transfer

  • Final adjustment to contact

    Beam tight against structure, no gaps

  • Lock all adjustment pins

    Double-check pin engagement

  • Begin controlled demolition

    Remove wall in small sections

  • Monitor continuously

    Check for any movement or deflection

Monitoring During Reshoring

Continuous Monitoring Protocol

Visual Inspections

  • ✓ Check props for plumbness every 2 hours
  • ✓ Inspect beam contact with structure
  • ✓ Look for new cracks in walls/ceilings
  • ✓ Monitor prop base plate stability
  • ✓ Check for water infiltration
  • ✓ Verify pin locks remain engaged

Measurements

  • ✓ Deflection gauges at beam midspan
  • ✓ Level monitoring at 4 points minimum
  • ✓ Crack width measurements
  • ✓ Floor elevation checks
  • ✓ Daily photo documentation
  • ✓ Load cell readings (if installed)

Maximum Allowable Deflection: L/360 (where L = span length)

Example: 12-foot span = 0.4 inches maximum deflection

Critical Mistakes to Avoid

Never Do This

  • Remove wall before reshoring is loaded

    Can cause immediate collapse

  • Use wood cribbing instead of rated props

    Unpredictable failure modes

  • Exceed prop spacing limits

    Beam can buckle or fail

  • Remove reshoring too early

    New structure needs full cure

Always Do This

  • Follow engineer's exact specifications

    No field modifications allowed

  • Use certified equipment only

    With current inspection tags

  • Install redundant support

    2x safety factor minimum

  • Document everything

    Photos, measurements, inspections

Safe Reshoring Removal

Removal Timing Requirements

Steel beam installation: Remove after full welding/bolting
Concrete beam/lintel: 28 days minimum cure
Wood beam installation: After full connection verified
Masonry/block work: 14 days minimum cure

Removal Sequence:

  1. 1. Verify permanent structure is complete and cured
  2. 2. Install monitoring equipment to detect movement
  3. 3. Release props gradually (1/4" at a time)
  4. 4. Monitor for 24 hours after each adjustment
  5. 5. Remove center props first, then work outward
  6. 6. Document final structure position

Equipment Inspection Checklist

Daily Equipment Inspection

Aluminum Beams

  • No visible bends or kinks
  • No cracks at welds or connections
  • Flanges not damaged or twisted
  • Load rating tag present and legible
  • No unauthorized modifications

Adjustable Props

  • Threads clean and operational
  • Pins straight and properly sized
  • Base plates flat and undamaged
  • No rust affecting strength
  • Capacity marking visible

Professional Reshoring Services

Our certified teams provide engineered reshoring solutions for safe load-bearing modifications

Emergency Call Free Inspection