Reducing Industrial Floor Slab Thickness by 5 cm | Cosinus Slide®

See how Cosinus Slide® continuous load transfer reduced concrete slab thickness by 50 mm in a 31,000 m² facility, saving €61,218 and 309 tonnes of CO₂

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Engineering Case Study · 31,000 m² Heavy Industrial Facility

How Reducing Floor Slab Thickness by 5 cm Saved €61,200 and 309 Tonnes of CO₂

Under heavy 46-tonne forklift traffic, traditional design increases slab thickness. Discover how Cosinus Slide® continuous 3D load transfer allowed structural engineers to downsize concrete thickness from 300 mm to 250 mm without sacrificing safety margins.

Optimize floor thickness
-50 mm
Thickness Reduction
From 300 mm down to 250 mm without sacrificing structural load capacity
Net material savings
€61,218
Net Material Savings
Net bottom-line savings on concrete & steel reinforcement across the entire floor
CO2 reduction
-309.4 t
CO₂ Footprint Cut
16.7% embodied carbon reduction, easily meeting LEED / BREEAM sustainability targets
Future proof your building
Future-Proof
Your Building
An extremely flat, shock-free surface ensures maximum work efficiency for 46t forklifts and perfectly prepares your floor for next-generation automation & AGVs.

The Paradox of Slab Thickness vs. Joint Load Transfer

 

In large manufacturing and logistics facilities, slab depth is frequently governed by the weakest link in the entire floor: the expansion and construction joints.

When massive 46-tonne industrial forklift trucks (such as the Italcarrelli PTN 330 with 170 kN wheel loads) cross conventional straight or standard sinusoidal joints, isolated dowel plates create intense stress spikes. This creates a high risk of concrete bursting, edge crushing, and joint spalling.

To ensure traditional dowelled joints could handle these concentrated wheel loads, the original structural design specified a 300 mm thick slab across the entire 31,000 m² facility.

💡 The Engineering Breakthrough: A structural verification according to TR34 (4th Ed.) proved that by implementing the continuous 3D load transfer of Cosinus Slide® 205/300 (reliably transferring over 43% of the extreme wheel load), the required slab depth could be safely optimized to 250 mm while maintaining a full 20% safety margin.

Cross-Section Comparison TR34 (4th Ed.)
Traditional Design (Dowels) 300 mm Slab
300 mm Depth
Concrete: 0.30 m³/m² Cost: €30.48 / m²
Optimized Cosinus Slide® 250 mm Slab (-50 mm)
250 mm Depth (-16.7%)
Concrete: 0.25 m³/m² Cost: €28.50 / m² (-€1.98/m²)

Continuous 3D double sinus corbels eliminate point-dowel bursting risk.

Initial Specification vs. Cosinus Slide® Solution

 

Parameter / Material Component

Initial Solution (Traditional Wave)

New Solution (Cosinus Slide® 205/300)

Difference & Savings

Concrete Slab Thickness

300 mm

250 mm

-50 mm (-16.7%)

Ready-Mix Concrete (C 30/37 @ €60/m³)

€18.00 / m²

€15.00 / m²

-€3.00 / m²

Steel Fiber Reinforcement (25 kg/m³ @ €1.05/kg)

€7.88 / m²

€6.56 / m²

-€1.31 / m²

Mesh / Rebar Layer (Ø7 mm @ 150 mm)

€2.42 / m²

€2.42 / m²

Unchanged

Armoured Joint Profile (1,936 linear meters)

Standard Specification

Cosinus Slide® 205/300

+€2.33 / m² (Joint Upgrade)

Total Material Cost per m²

€30.48 / m²

€28.50 / m²

-€1.98 / m² Net Saving

Total Project Cost (31,000 m²)

€942,430.00

€881,211.14

€61,218.86 Net Cash Saved

Concrete Embodied Carbon (200 kg CO₂/m³)

1,856.4 tonnes CO₂

1,547.0 tonnes CO₂

-309.4 tonnes CO₂ (-16.7%)

* Net Savings Note: The +€2.33/m² joint system investment is completely offset by the -€4.31/m² reduction in concrete volume and steel fiber, yielding -€1.98/m² direct net savings (€61,218.86 total project savings).

Calculate Your Concrete & Carbon Savings

Adjust the project parameters below to see how much concrete volume, steel reinforcement, financial cost, and carbon emissions you can eliminate.

Total Floor Area: 31,000 m²

Initial Slab Thickness: 300 mm

Slab Thickness Reduction: 50 mm (5.0 cm)

 

🏷️ Cosinus Slide® 205/300
For 205–300 mm slabs · Steel weight: 17.60 kg/m

Auto-Matched

Remaining slab thickness: 250 mm (Validated via ULS design check)
Advanced Cost Parameters
Estimated Project Benefits
Net Financial Savings
€75,563
€2.44 / m² direct material savings
Gross Concrete & Steel Saved:
+€133,688
Joint Upgrade Investment (1,550 m):
-€58,125
1,550 m³
Concrete Saved
38.8 Tonnes
Fibers Saved
309.4 t CO₂
Embodied CO₂ Cut
~1.3M km
Car Offset Km
⚠️ Structural Engineering Optimization Notice

Allowable floor slab thickness reduction depends directly on project-specific conditions: soil subgrade modulus (k-value), dynamic vehicle wheel loads (forklifts/AGVs), and heavy static point loads (high-bay racking & machinery). For standard slabs (180–220 mm), thickness can typically be reduced by 10–25 mm, while heavy industrial slabs can save up to 50 mm. The exact allowable reduction must always be confirmed through an official ULS design check.

Request Free Check 

📐 ULS / SLS Check Technical Design Note & Calculation Formulas (TR34 4th Ed. / EN 1992)

1. Decisive Design Actions (Italcarrelli PTN 330 Forklift)

  • Total gross weight: 46.0 tonnes · Single dynamic wheel load: 170.0 kN (17 tonnes)
  • Tire contact pressure: 3.40 N/mm² · Decisive shear load at joint: v_Ed,max = 62.01 kN/m

2. Ultimate Limit State (ULS) Verification

Concrete: C30/37 (f_ck = 30 N/mm²) | Subgrade: k_w = 0.0632 N/mm³ | Stiffness: l_e = 916 mm (h = 250 mm) v_Rd,c = (0.0525 / γ_c) * k^(3/2) * (f_ck)^(1/2) * 0.80 * (h / 1.4) = 77.46 kN/m Design Check at ULS: v_Ed,max / v_Rd,c = 62.01 kN/m / 77.46 kN/m = 0.80 ==> [SAFE: 20% Structural Safety Margin]

3. SLS Vibration & Zero Impact

The continuous double sinusoidal steel surface guarantees zero wheel impact (F_impact = 0), compliant with EU Directive 2002/44/EC (vibration protection) and ETA 21/0658.

Long-Term Operational & Lifecycle Benefits

 
No dowel technology

No Dowel Bursting Risk

Eliminates point-source dowels entirely. Continuous 3D concrete consoles distribute stress along the whole joint, preventing edge bursting and costly repairs.

Shock and vibration free joint

Shock-Free Forklift Transit

The sinus-wave surface ensures wheels never fall into a gap. Smooth gliding eliminates tire wear, protects driver health (2002/44/EC), and lowers TCO.

Total warehouse layout freedom

Total Warehouse Layout Freedom

Unmatched load transfer allows heavy high-bay racking and concentrated point loads to be placed anywhere on the floor slab, including directly next to or across construction joints.

Optimize Your Next Concrete Floor Design

Don't overspend on redundant concrete. Send us your project floor plans and loading criteria for a complimentary ULS structural check.