How to Choose Steel Grating for Industrial Platforms: A Comprehensive Analysis of Five Core Factors

Introduction: Correct Steel Grating Selection – A Dual Guarantee of Platform Safety and Cost-Effectiveness

As fundamental infrastructure in factories, warehouses, ports, and similar locations, the safety and economic efficiency of industrial platforms are directly determined by the rationality of steel grating selection. Singapore’s Factories (Scaffolds) Regulations explicitly stipulate that boards forming a working platform must be capable of withstanding a load of 670 kgf per square meter, with full consideration given to the effect of support spacing.

However, in practical engineering, how does one make a scientific decision when faced with multiple variables such as load requirements, span distance, traffic type, corrosion exposure, and budget factors? This article systematically analyzes the five core factors for selecting steel grating for industrial platforms, based on Singaporean government regulations, academic research, and industry practices, providing an actionable selection guide.

Chapter 1: Load Requirements – The Primary Basis for Selection

1.1 Load Classification and Regulatory Requirements

According to Singapore’s Factories (Building Operations and Works of Engineering Construction) Regulations, the maximum average load on working platforms shall comply with the following standards:

Load TypeMetal ScaffoldWooden Scaffold
Maximum average load of persons and materials220 kgf/m²75 kgf/m²

Furthermore, Regulation 11 of the Factories (Scaffolds) Regulations states: All boards, planks or metal plates used for forming a working platform shall be capable of sustaining a load of 670 kgf per square metre having regard to the distance between the supports thereof.

1.2 Load Classification in Practical Engineering

Combined with industry practice, the load requirements for industrial platform steel grating can be categorized as follows:

Load ClassLoad RangeApplication ScenarioRecommended Bar Size
Light Duty1-3 kN/m²Pedestrian walkways, landscape platforms25×3mm, 30×3mm
Medium Duty3-5 kN/m²Warehouses, equipment maintenance platforms32×5mm, 40×5mm
Heavy Duty>5 kN/m²Forklift access, port terminals50×5mm, 60×6mm

Technical Note: The load types need to be further subdivided into static loads (equipment weight, personnel weight), dynamic loads (equipment vibration, personnel movement), and concentrated loads (support points of heavy equipment). For concentrated loads, reinforcement should be applied locally by adding dense flat steel under the support points of the equipment.

Chapter 2: Span Distance – The Key Variable Determining Load Capacity

2.1 Relationship Between Span and Bearing Bar Height

For the same steel grating, different support spacing results in vastly different load capacities. A rule of thumb: bearing bar height is approximately 1/20 of the span. For example, for a 1-meter span, a bearing bar height of at least 50mm is recommended; verification via load tables is necessary.

Singaporean regulations have strict requirements for the support design of working platforms. The Factories (Scaffolds) Regulations stipulate that any board or plank forming a working platform must have a projection beyond its end support not less than 50 mm and not exceeding 4 times the thickness of the board or plank, unless effectively prevented from tipping or lifting.

2.2 Reference Allowable Spans for Different Specifications

TypeBar SizeAllowable Span @ UDL 3.0 kN/m²Allowable Span @ Concentrated Load 1.5 kN
G303/30/10030×3mm0.9 m1.2 m
G325/30/10032×5mm1.2 m1.5 m
G405/40/15040×5mm1.5 m1.8 m
G505/40/15050×5mm1.8 m2.2 m

Selection Principle: The larger the support span, the greater the required bearing bar height. It is recommended to clearly specify the support beam layout spacing in the technical specification and request the supplier to provide load tables verified for the corresponding spans.

Chapter 3: Traffic Type – Determining Slip Resistance and Safety

3.1 Classification of Traffic Types

Based on the application scenario, traffic types on industrial platforms can be classified into the following three categories:

Traffic TypeScenario DescriptionKey Safety Focus
Pedestrian AccessMaintenance walkways, operating platformsSlip resistance, prevention of tool drops
Light Equipment AccessHandcarts, small machineryUniform load distribution, impact resistance
Heavy Vehicle AccessForklifts, trucksWheel load capacity, fatigue resistance

3.2 Regulatory Requirements for Slip Resistance

Singapore’s Factories (Scaffolds) Regulations, Regulation 11(2), explicitly state: Any metal plate forming a working platform must have a slip-resistant surface.

Methods for Achieving Slip Resistance:

Slip Resistance SolutionTechnical ParameterApplication Scenario
Serrated Bearing BarsFriction coefficient ≥0.8General industrial platforms, wet environments
Serrated Bars + Epoxy CoatingFriction coefficient ≥0.9Oily environments, chemical areas
Embedded Corundum GritFriction coefficient ≥1.0Steep slopes, high-safety requirement areas

Q&A Section

Q: What is the difference in steel grating selection for pedestrian walkways versus forklift aisles?

A: The differences are significant:

  • Pedestrian Walkways: Recommend G325/30/100 or G303/30/100. Bar spacing of 30mm prevents high-heel entrapment; cross bar spacing of 100mm; serrated surface as standard.

  • Forklift Aisles:It is recommended to use G505/40/150 or higher specifications, with wheel load calculation required. It is advised to reduce the spacing between crossbars to 50mm to prevent deformation. If necessary, pressed-lock steel grating should be used to enhance fatigue resistance.

Chapter 4: Corrosion Exposure – Determining Material and Anti-Corrosion Treatment

4.1 Environmental Corrosivity Categories and Material Selection

As a country with a tropical maritime climate, Singapore’s high salt spray and humidity environment imposes stringent requirements on the anti-corrosion performance of steel grating. A study from the National University of Singapore on structural material selection indicates that material choice must holistically consider economic sustainability, environmental sustainability, and constructability.

According to ISO 12944, the corrosive environments for industrial platforms can be classified as follows:

Corrosivity CategoryEnvironment DescriptionRecommended MaterialExpected Service Life
C3 (Medium)General indoor industrial environmentHot-dip galvanized carbon steel (coating ≥85μm)15-20 years
C4 (High)Chemical plants, coastal areasHot-dip galvanized + seal coat / 316L stainless steel20-25 years
C5 (Very High)Offshore platforms, high salt spray areas316L / 2205 Duplex stainless steel>25 years

4.2 Technical Requirements for Hot-Dip Galvanizing

Hot-dip galvanizing is the most common anti-corrosion process for industrial platforms and should comply with the following standards:

  • Coating Thickness: For bar thickness of 5mm, average coating ≥100μm, local ≥85μm

  • Adhesion: Coating does not peel or expose bare metal upon hammer testing

  • Edge Protection: Cut ends must be coated with zinc-rich repair paint (dry film zinc content ≥92%)

Cost Comparison:

  • Hot-dip galvanized carbon steel: Baseline cost (1.0)

  • 316L Stainless Steel: Cost is 3-5 times that of carbon steel, but life-cycle maintenance costs are reduced by 60%

Chapter 5: Budget Factors – A Life-Cycle Cost Perspective

5.1 Balancing Initial Cost and Long-Term Cost

Research from the National University of Singapore emphasizes that material selection requires finding an optimal balance between economic sustainability, environmental sustainability, and constructability. Simply pursuing low initial cost often leads to a surge in后期 maintenance expenses.

25-Year Life-Cycle Cost Comparison for Different Material Options:

 
 
Material OptionInitial Cost IndexMaintenance Frequency Over 25 Years25-Year Total Cost IndexApplicable Environment
Hot-dip Galvanized Carbon Steel (100μm)1.01-2 times1.0 (Baseline)C3 Environment
Hot-dip Galvanized + Seal Coat1.41 time1.2-1.4C4 Environment
316L Stainless Steel3.501.5-1.8C4/C5 Environment

Analysis Conclusion: In corrosion environments above C4, although the initial cost of stainless steel is higher, its zero maintenance and 25-year lifespan result in a lower total lifecycle cost compared to carbon steel solutions, which require multiple maintenance cycles.

5.2 Optimization Strategies Under Budget Constraints

When budgets are limited, the following optimization measures can be adopted:

  1. Zonal Material Selection: Use stainless steel in high-corrosion areas, hot-dip galvanized steel in general areas.

  2. Standardized Design: Use standard module sizes (e.g., 1m×6m) to reduce processing waste by up to 30%.

  3. Demountable Installation: Use fasteners for fixation, facilitating partial replacement and extending overall service life.

Chapter 6: Q&A: Common Questions in Steel Grating Selection for Industrial Platforms

Q1: How is the steel grating type determined?

A: Steel grating types are typically represented in formats like G323/30/100, meaning:

  • G: Steel Grating

  • 32: Bearing bar height 32mm

  • 3: Bearing bar thickness 3mm

  • 30: Bearing bar center-to-center spacing 30mm

  • 100: Cross bar center-to-center spacing 100mm

When selecting, you need to provide: application, span dimensions, and environmental conditions. The supplier will then recommend a corresponding type based on load tables.

Q2: What are the specific requirements of Singaporean regulations for working platforms?

A: According to the Factories (Scaffolds) Regulations and the Factories (Building Operations and Works of Engineering Construction) Regulations, the main requirements include:

Requirement ItemSpecific Provision
Load Capacity≥670 kgf/m² (considering support spacing)
Slip ResistanceMetal plates must have a slip-resistant surface
Support ProjectionBoard end projection ≥50mm, and ≤4 times board thickness
Platform WidthDetermined by number of persons and tool weight, minimum 635mm
Maximum LoadMetal scaffold ≤220 kgf/m²

Q3: How can the feasibility of a selection be verified?

A: Verification can be done through the following methods:

  1. Referencing load tables in national standards like Steel grating (YB/T 4001.1-2019).

  2. Requesting structural calculations from the supplier corresponding to the support span and load type.

  3. Checking application cases for similar projects.

  4. Engaging a professional engineer for verification calculations if necessary.

Q4: What is the service life of hot-dip galvanized steel grating?

A: In a C3 environment (general industrial indoor), hot-dip galvanized steel grating with coating ≥85μm can have a service life of 15-20 years. Each additional 20μm of coating thickness can extend life by 5-8 years. Outdoor environments require selecting thicker coatings or upgrading to stainless steel.

Chapter 7: Quick Selection Reference Table for Industrial Platform Steel Grating

Selection DimensionPedestrian WalkwayEquipment Maintenance PlatformForklift AisleChemical AreaCoastal Platform
Recommended TypeG325/30/100G405/40/150G505/40/150G405/40/150G405/40/150
Bar Size32×5mm40×5mm50×5mm40×5mm40×5mm
Material ChoiceHDG Carbon SteelHDG Carbon SteelHDG Carbon Steel316L Stainless Steel316L Stainless Steel
Coating/Material Req.≥85μm≥100μm≥100μm316L316L
Slip Resistance FormSerrated BarsSerrated BarsSerrated + Densified Cross BarsSerrated BarsSerrated Bars
Fixing MethodBoltedWelded/BoltedWelded + LockingStainless Steel BoltsDuplex Steel Bolts
Max Support Spacing1.2m1.5m1.8m1.5m1.5m

Chapter 8: Conclusion and bangtu Company's Technical Commitment

The selection of steel grating for industrial platforms is a comprehensive decision based on load requirements, span distance, traffic type, corrosion exposure, and budget factors. Singaporean government regulations provide a clear technical baseline for the safe design of working platforms—the load capacity of 670 kgf/m², mandatory requirement for slip-resistant surfaces, and scientific design of support structures—all of which are non-negotiable foundations for selection.

In practical engineering, it is recommended to follow this selection process:

  1. Define the Scenario: Determine platform usage, traffic type, and environmental conditions.

  2. Calculate Loads: Distinguish between dead loads, live loads, and concentrated loads, referencing regulatory requirements.

  3. Determine Span: Measure support beam spacing; preliminarily select bar height using the 1/20 rule of thumb.

  4. Choose Material: Select hot-dip galvanized carbon steel or stainless steel based on corrosivity category.

  5. Evaluate Budget: Compare different options from a life-cycle cost perspective.

  6. Verify Performance: Request load tables, calculations, or test reports from the supplier.

About bangtu Company

Bangtu Company has specialized in the steel grating field for over two decades. Our products are widely used in industrial platforms, petrochemical facilities, marine engineering, and municipal infrastructure both domestically and internationally. We commit to:

  • All product lines comply with the load requirements of Singapore’s Factories Regulations; third-party load test reports are available.

  • Industrial platform-specific steel grating uses hot-dip galvanizing with coating thickness ≥100μm, ensuring a service life of over 15 years.

  • Stainless steel products utilize Baowu/TISCO mill-direct 316L/2205 Duplex steel, 100% traceable, meeting C5 marine environment requirements.

  • Providing full-process technical support from selection design to installation guidance, assisting design institutes and construction units in developing technical proposals.

  • Offering bilingual (Chinese/English) technical specifications to meet the bidding requirements of international engineering projects.

Choose bangtu, choose the safety assurance for your industrial platforms.

Tel/Whatsapp: +8613363180165 
Email: james@bangtuwiremesh.com
Website: www.bangtusteelgrating.com |  www.chinawiremesh.ru

Appendix: Referenced Standards and Literature

  1. Singapore Factories (Scaffolds) Regulations, Singapore Statutes Online, Current version as of 26 July 2026.
    [Link: https://sso.agc.gov.sg/SL/FA1973-S19-2004]

  2. Singapore Factories (Building Operations and Works of Engineering Construction) Regulations, Singapore Statutes Online, Revised Edition 1999 (1 July 1999).
    [Link: https://sso.agc.gov.sg/SL-Rev/104-RG8]

  3. National University of Singapore (NUS) Doctoral Thesis: A Decision Support System for Material Selection of Structural Frames Achieving Sustainability and Constructability, Zhong Yun, August 2013.
    [Link: https://scholarbank.nus.edu.sg/handle/10635/78932]

  4. GB/T 13912-2020, Metallic coatings—Hot dip galvanized coatings on fabricated iron and steel articles—Specifications and test methods

  5. YB/T 4001.1-2019, Steel grating

We must do our best for you!

Let's have a chat

*Please ensure that your information is correct so that we can contact you.

We Must Do Our Best For You!