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Long Products
Product catalog summary
Introduction
This document outlines the sales program for ArcelorMittal Europe's Long Products, focusing on new steel grades such as A913 Grade 80 and others compliant with EN 10025:2019 standards. It includes detailed sections on steel grades, sections range, technical and commercial data, and agency information.
This document outlines the sales program for ArcelorMittal Europe's Long Products, focusing on new steel grades such as A913 Grade 80 and others compliant with EN 10025:2019 standards. It includes detailed sections on steel grades, sections range, technical and commercial data, and agency information.
Steel Grades and Qualities
The document details various steel grades including HISTAR®, Offshore, Arcorox®, and others like 16 Mo3 & P265GH. It covers non-alloy structural steels, weldable fine grain steels, and steels for quenching and tempering. HISTAR® and FRITENAR® steels are highlighted for their high yield strength, good ductility, and excellent weldability, achieved through the QST process.
The document details various steel grades including HISTAR®, Offshore, Arcorox®, and others like 16 Mo3 & P265GH. It covers non-alloy structural steels, weldable fine grain steels, and steels for quenching and tempering. HISTAR® and FRITENAR® steels are highlighted for their high yield strength, good ductility, and excellent weldability, achieved through the QST process.
Designation System for Steels
The European standard EN 10 027-1:2017 is used for steel designation. The document provides tables comparing steel grades across European, American, Russian, and Chinese standards. It also discusses the mechanical properties of ArcelorMittal's sections, optimized through precise temperature control during rolling.
The European standard EN 10 027-1:2017 is used for steel designation. The document provides tables comparing steel grades across European, American, Russian, and Chinese standards. It also discusses the mechanical properties of ArcelorMittal's sections, optimized through precise temperature control during rolling.
HISTAR® and FRITENAR® Trademark Steels
These steels meet all structural steel standards and offer additional guarantees. They are available in various yield strengths and are delivered in a thermo-mechanically rolled condition. The document provides guidelines for cutting, machining, and welding these steels, emphasizing their low carbon equivalent which often negates the need for preheating.
These steels meet all structural steel standards and offer additional guarantees. They are available in various yield strengths and are delivered in a thermo-mechanically rolled condition. The document provides guidelines for cutting, machining, and welding these steels, emphasizing their low carbon equivalent which often negates the need for preheating.
Technical and Commercial Data
Detailed technical data for HISTAR® and FRITENAR® grades are available upon request. The document also includes guidelines for stress-relieving and flame straightening processes.
Detailed technical data for HISTAR® and FRITENAR® grades are available upon request. The document also includes guidelines for stress-relieving and flame straightening processes.
Conclusion
ArcelorMittal's brochure provides comprehensive information on their steel products, emphasizing quality, compliance with international standards, and advanced manufacturing processes.
ArcelorMittal's brochure provides comprehensive information on their steel products, emphasizing quality, compliance with international standards, and advanced manufacturing processes.
Minimum Order Requirements
The document specifies a minimum order of 40 tons per section and grade, or as per agreement.
The document specifies a minimum order of 40 tons per section and grade, or as per agreement.
Designations and Dimensions
The document lists various steel profiles with their respective designations, dimensions, and surface conditions. It includes detailed measurements such as height (h), width (b), web thickness (tw), flange thickness (tf), and radius (r).
The document lists various steel profiles with their respective designations, dimensions, and surface conditions. It includes detailed measurements such as height (h), width (b), web thickness (tw), flange thickness (tf), and radius (r).
Steel Grades
The steel grades mentioned include S355, S460, and S500, indicating different strength levels.
The steel grades mentioned include S355, S460, and S500, indicating different strength levels.
Section Properties
The document provides section properties such as area (A), moment of inertia (Iy, Iz), section modulus (Wel.y, Wel.z), and radius of gyration (iy, iz) for different profiles.
The document provides section properties such as area (A), moment of inertia (Iy, Iz), section modulus (Wel.y, Wel.z), and radius of gyration (iy, iz) for different profiles.
Standards and Tolerances
Dimensions conform to EN 10 365:2017, tolerances to EN 10 034:1993, and surface conditions to EN 10 163-3:2004, class C, subclass 1.
Dimensions conform to EN 10 365:2017, tolerances to EN 10 034:1993, and surface conditions to EN 10 163-3:2004, class C, subclass 1.
Profile Types
The document categorizes profiles into types such as HE, HLZ, and HL, each with specific dimensions and properties.
The document categorizes profiles into types such as HE, HLZ, and HL, each with specific dimensions and properties.
Notations
The document includes notations for static values and section factors, classified under EN 1 993-1-1: 2005.
The document includes notations for static values and section factors, classified under EN 1 993-1-1: 2005.
Additional Information
The document mentions HISTAR® as a designation for certain profiles, indicating a specific type of high-strength steel.
The document mentions HISTAR® as a designation for certain profiles, indicating a specific type of high-strength steel.
Specifications
The document outlines specifications for steel beams, referencing several European standards. Tolerances are defined by EN 10 034:1993, dimensions by EN 10 365:2017, and surface conditions by EN 10 163-3:2004, class C, subclass 1.
The document outlines specifications for steel beams, referencing several European standards. Tolerances are defined by EN 10 034:1993, dimensions by EN 10 365:2017, and surface conditions by EN 10 163-3:2004, class C, subclass 1.
Steel Grades
The steel grades mentioned include S355, S460, and S500, with specific properties and classifications according to EN 1 993-1-1: 2005.
The steel grades mentioned include S355, S460, and S500, with specific properties and classifications according to EN 1 993-1-1: 2005.
Product Range
The document lists various steel beam profiles, such as HD 400, HD 360, HD 320, and HP 400, with detailed dimensions and properties for each. These include height (h), width (b), web thickness (tw), flange thickness (tf), and radius (r).
The document lists various steel beam profiles, such as HD 400, HD 360, HD 320, and HP 400, with detailed dimensions and properties for each. These include height (h), width (b), web thickness (tw), flange thickness (tf), and radius (r).
Section Properties
Each profile's section properties are detailed, including area (A), moment of inertia (Iy, Iz), section modulus (Wel.y, Wel.z), and radius of gyration (iy, iz). These properties are crucial for structural analysis and design.
Each profile's section properties are detailed, including area (A), moment of inertia (Iy, Iz), section modulus (Wel.y, Wel.z), and radius of gyration (iy, iz). These properties are crucial for structural analysis and design.
Minimum Order Requirements
The document specifies a minimum order of 40 tonnes per section and grade, or as per agreement, highlighting the need for prior arrangement for tonnage and delivery conditions.
The document specifies a minimum order of 40 tonnes per section and grade, or as per agreement, highlighting the need for prior arrangement for tonnage and delivery conditions.
Key Observations
The document emphasizes the use of HISTAR® steel, known for its high strength and weldability, indicated by the "HI" notation across various profiles.
The document emphasizes the use of HISTAR® steel, known for its high strength and weldability, indicated by the "HI" notation across various profiles.
Universal Beams Specifications and Standards
Specifications
The document provides detailed specifications for various Universal Beams (UB) with dimensions such as height, width, thickness, and radius. Each beam is identified by its unique dimensions and weight per meter. The document lists properties like moment of inertia, section modulus, and radius of gyration for both strong and weak axes.
The document provides detailed specifications for various Universal Beams (UB) with dimensions such as height, width, thickness, and radius. Each beam is identified by its unique dimensions and weight per meter. The document lists properties like moment of inertia, section modulus, and radius of gyration for both strong and weak axes.
Standards
The beams conform to several European standards: EN 10 365:2017 for dimensions, EN 10 034:1993 for tolerances, and EN 10 163-3:2004 for surface conditions, classified as class C, subclass 1.
The beams conform to several European standards: EN 10 365:2017 for dimensions, EN 10 034:1993 for tolerances, and EN 10 163-3:2004 for surface conditions, classified as class C, subclass 1.
Steel Grades
The beams are available in different steel grades, including S355, S460, and S500, which determine the mechanical properties and suitability for various applications.
The beams are available in different steel grades, including S355, S460, and S500, which determine the mechanical properties and suitability for various applications.
Minimum Order Requirements
A minimum order of 40 tons per section and grade is required, although this can be adjusted upon agreement.
A minimum order of 40 tons per section and grade is required, although this can be adjusted upon agreement.
Section Properties
The document includes detailed section properties for each beam, such as area, moment of inertia, and section modulus, which are critical for structural analysis and design.
The document includes detailed section properties for each beam, such as area, moment of inertia, and section modulus, which are critical for structural analysis and design.
Recommendations
The document emphasizes the importance of adhering to the specified standards and guidelines to ensure the structural integrity and performance of the beams in construction projects.
The document emphasizes the importance of adhering to the specified standards and guidelines to ensure the structural integrity and performance of the beams in construction projects.
Universal Columns (UC) Specifications
1. The document provides detailed specifications for various Universal Columns (UC) with dimensions, weight, and section properties.
2. Each UC is identified by its dimensions (e.g., UC 356 x 406 x 509) and includes data such as weight per meter (kg/m), moment of inertia (Iy, Iz), section modulus (Wel.y, Wel.z), and radius of gyration (iy, iz).
3. The document lists properties for different steel grades, including S355 and S460, and provides classification according to EN 1993-1-1: 2005.
1. The document provides detailed specifications for various Universal Columns (UC) with dimensions, weight, and section properties.
2. Each UC is identified by its dimensions (e.g., UC 356 x 406 x 509) and includes data such as weight per meter (kg/m), moment of inertia (Iy, Iz), section modulus (Wel.y, Wel.z), and radius of gyration (iy, iz).
3. The document lists properties for different steel grades, including S355 and S460, and provides classification according to EN 1993-1-1: 2005.
Standards and Tolerances
1. Dimensions are specified according to EN 10 365:2017.
2. Tolerances are in line with EN 10 034:1993.
3. Surface conditions comply with EN 10 163-3:2004, class C, subclass 1.
1. Dimensions are specified according to EN 10 365:2017.
2. Tolerances are in line with EN 10 034:1993.
3. Surface conditions comply with EN 10 163-3:2004, class C, subclass 1.
Minimum Order Requirements
1. A minimum order of 40 tonnes per section and grade is required, or as per agreement.
2. Delivery conditions and minimum tonnage require prior agreement.
1. A minimum order of 40 tonnes per section and grade is required, or as per agreement.
2. Delivery conditions and minimum tonnage require prior agreement.
Inclined Flange I-Beams (IPN) Specifications
1. The document also includes specifications for Inclined Flange I-Beams (IPN) with a flange slope of 14%.
2. Similar to UCs, IPNs are detailed with dimensions, weight, and section properties.
3. Standards for dimensions, tolerances, and surface conditions are consistent with those for UCs.
1. The document also includes specifications for Inclined Flange I-Beams (IPN) with a flange slope of 14%.
2. Similar to UCs, IPNs are detailed with dimensions, weight, and section properties.
3. Standards for dimensions, tolerances, and surface conditions are consistent with those for UCs.
General Observations
1. The document is highly technical, focusing on structural steel profiles used in construction.
2. It provides essential data for engineers and architects to select appropriate steel sections for structural applications.
3. The inclusion of multiple languages suggests a broad international application.
1. The document is highly technical, focusing on structural steel profiles used in construction.
2. It provides essential data for engineers and architects to select appropriate steel sections for structural applications.
3. The inclusion of multiple languages suggests a broad international application.
Specifications
The document outlines the dimensions, tolerances, and surface conditions for various steel profiles, adhering to European standards. Dimensions are specified according to EN 10365:2017, tolerances follow EN 10279:2000, and surface conditions comply with EN 10163-3:2004, class C, subclass 1.
The document outlines the dimensions, tolerances, and surface conditions for various steel profiles, adhering to European standards. Dimensions are specified according to EN 10365:2017, tolerances follow EN 10279:2000, and surface conditions comply with EN 10163-3:2004, class C, subclass 1.
Steel Profiles
The document provides detailed specifications for UPE, PFC, UPN, and equal leg angle profiles. Each profile type includes measurements such as height (h), width (b), thickness (tw, tf), and radius (r), along with weight per meter (kg/m) and cross-sectional area (A cm2).
The document provides detailed specifications for UPE, PFC, UPN, and equal leg angle profiles. Each profile type includes measurements such as height (h), width (b), thickness (tw, tf), and radius (r), along with weight per meter (kg/m) and cross-sectional area (A cm2).
Section Properties
For each profile, section properties are listed, including moments of inertia (Iy, Iz), section moduli (Wel.y, Wel.z), and radii of gyration (iy, iz). These properties are crucial for structural analysis and design.
For each profile, section properties are listed, including moments of inertia (Iy, Iz), section moduli (Wel.y, Wel.z), and radii of gyration (iy, iz). These properties are crucial for structural analysis and design.
Steel Grades
The profiles are available in steel grades S355 and S460, with specific mechanical properties suitable for construction and engineering applications.
The profiles are available in steel grades S355 and S460, with specific mechanical properties suitable for construction and engineering applications.
Delivery Conditions
Minimum tonnage and delivery conditions require prior agreement, emphasizing the need for coordination between supplier and client.
Minimum tonnage and delivery conditions require prior agreement, emphasizing the need for coordination between supplier and client.
Overview
The document provides detailed specifications and standards for various steel profiles, including equal and unequal leg angles, square bars, and hot rolled round steel bars. It includes dimensions, tolerances, surface conditions, and sectional properties according to European and American standards.
The document provides detailed specifications and standards for various steel profiles, including equal and unequal leg angles, square bars, and hot rolled round steel bars. It includes dimensions, tolerances, surface conditions, and sectional properties according to European and American standards.
Specifications
- Equal Leg Angles: Dimensions and tolerances are specified according to EN 10056-1:2017 and EN 10056-2:1993. Surface conditions conform to EN 10163-3:2004, class C, subclass 1.
- Unequal Leg Angles: Similar standards apply as for equal leg angles, with specific dimensions provided for various sizes.
- Square Bars: Dimensions and tolerances follow EN 10059:2003, with rounded edges and specific mass per meter provided.
- Hot Rolled Round Steel Bars: Specifications are according to EN 10060:2003, with surface conditions conforming to ISO 9443:2018, class B.
Sectional Properties
The document includes detailed sectional properties for each profile, such as moment of inertia, section modulus, and radius of gyration, calculated with specific assumptions (e.g., r2 = 1/2 . r1).
The document includes detailed sectional properties for each profile, such as moment of inertia, section modulus, and radius of gyration, calculated with specific assumptions (e.g., r2 = 1/2 . r1).
Standards and Classifications
- European standards (EN) are primarily used for dimensions and tolerances.
- American standards (ASTM) are referenced for American sections, with specific classifications and section properties provided.
Additional Information
Minimum order quantities and conditions for custom dimensions are specified, requiring agreements for deviations from standard offerings.
Minimum order quantities and conditions for custom dimensions are specified, requiring agreements for deviations from standard offerings.
Overview
This document provides detailed specifications and properties of various steel sections, including S, HP, C, and MC designations. It includes both metric and imperial measurements, along with static properties and classification according to ANSI/AISC 360-16 standards.
This document provides detailed specifications and properties of various steel sections, including S, HP, C, and MC designations. It includes both metric and imperial measurements, along with static properties and classification according to ANSI/AISC 360-16 standards.
Sections
- Specifications: The document lists steel sections with their dimensions, surface conditions, and steel grades. It specifies the minimum order requirements and delivery conditions, which are subject to prior agreement.
- Dimensions and Properties: Each section type (S, HP, C, MC) is detailed with dimensions such as height (h), width (b), thickness (tw, tf), and radius (r). The document also provides surface area (A), linear mass (AL), and mass per unit area (AG).
- Static Properties: The document includes section properties like moment of inertia (Iy, Iz), section modulus (Wel.y, Wel.z), and radius of gyration (iy, iz). These properties are crucial for structural analysis and design.
- Classification: Sections are classified as compact (c), non-compact (nc), slender (s), or non-slender (nsl) based on their geometric properties and compliance with ANSI/AISC 360-16 standards.
- Steel Grades: The document specifies various steel grades, including ASTM A 6/A 6M, A992, A913, and A572, which determine the mechanical properties and suitability for different applications.
Key Data
The tables provide a comprehensive overview of the mechanical and geometric properties of each section, essential for engineers and architects in selecting appropriate materials for construction projects.
The tables provide a comprehensive overview of the mechanical and geometric properties of each section, essential for engineers and architects in selecting appropriate materials for construction projects.
Overview
The document provides detailed specifications and classifications for various steel sections, including American equal and unequal leg angles, and WTM (Web Tailor-Made) plates. It adheres to ASTM A 6/A 6M standards for dimensions, tolerances, and surface conditions.
The document provides detailed specifications and classifications for various steel sections, including American equal and unequal leg angles, and WTM (Web Tailor-Made) plates. It adheres to ASTM A 6/A 6M standards for dimensions, tolerances, and surface conditions.
Specifications
The document lists multiple steel sections with their respective dimensions, weights, and classification types (compact, non-compact, slender, non-slender). It includes both metric and imperial measurements, providing a comprehensive overview of each section's properties.
The document lists multiple steel sections with their respective dimensions, weights, and classification types (compact, non-compact, slender, non-slender). It includes both metric and imperial measurements, providing a comprehensive overview of each section's properties.
Procedures and Standards
All sections conform to ASTM A 6/A 6M standards, ensuring consistency in dimensions, tolerances, and surface conditions. The document emphasizes the importance of adhering to these standards for quality assurance.
All sections conform to ASTM A 6/A 6M standards, ensuring consistency in dimensions, tolerances, and surface conditions. The document emphasizes the importance of adhering to these standards for quality assurance.
Recommendations
Minimum order quantities and delivery conditions are specified, requiring prior agreement. This ensures that production and delivery are aligned with customer requirements and logistical capabilities.
Minimum order quantities and delivery conditions are specified, requiring prior agreement. This ensures that production and delivery are aligned with customer requirements and logistical capabilities.
Key Data from Tables
The tables provide detailed measurements for each steel section, including dimensions (height, width, thickness), area, and moment of inertia. These are critical for engineers and architects in selecting the appropriate materials for construction projects.
The tables provide detailed measurements for each steel section, including dimensions (height, width, thickness), area, and moment of inertia. These are critical for engineers and architects in selecting the appropriate materials for construction projects.
Critical Information
The document highlights the classification of sections according to ANSI/AISC 360-16 standards, which is crucial for structural integrity and compliance in engineering applications.
The document highlights the classification of sections according to ANSI/AISC 360-16 standards, which is crucial for structural integrity and compliance in engineering applications.
Specifications
The document outlines specifications for Russian hot rolled beams, including dimensions and tolerances according to GOST 26020-83 and STO ASCHM 20-93. Surface conditions comply with EN 10163-3:2004, class C, subclass 1.
The document outlines specifications for Russian hot rolled beams, including dimensions and tolerances according to GOST 26020-83 and STO ASCHM 20-93. Surface conditions comply with EN 10163-3:2004, class C, subclass 1.
Dimensions and Tolerances
Detailed dimensions and tolerances for various beam types are provided, with specific measurements for height, width, and thickness. The document includes a comprehensive table listing these specifications for different beam designations.
Detailed dimensions and tolerances for various beam types are provided, with specific measurements for height, width, and thickness. The document includes a comprehensive table listing these specifications for different beam designations.
Surface Condition
The surface condition of the beams is specified to meet EN 10163-3:2004 standards, ensuring a class C, subclass 1 finish.
The surface condition of the beams is specified to meet EN 10163-3:2004 standards, ensuring a class C, subclass 1 finish.
Minimum Tonnage and Delivery Conditions
Minimum order tonnage and delivery conditions require prior agreement. The document specifies a minimum tonnage of 5 tonnes per section, quality, length, and destination unless otherwise indicated.
Minimum order tonnage and delivery conditions require prior agreement. The document specifies a minimum tonnage of 5 tonnes per section, quality, length, and destination unless otherwise indicated.
Rolling Tolerances
Usual rolling tolerances on dimensions, shape, weight, and length are detailed in tables 14 to 19. Specific tolerances can be reduced upon agreement.
Usual rolling tolerances on dimensions, shape, weight, and length are detailed in tables 14 to 19. Specific tolerances can be reduced upon agreement.
Maximum Length
The maximum length available varies between 18 m and 33 m depending on the profile, with longer lengths available upon request.
The maximum length available varies between 18 m and 33 m depending on the profile, with longer lengths available upon request.
Ultrasonic Testing
Ultrasonic testing is available upon agreement at an extra cost, with procedures determined by mutual agreement between the client and producer.
Ultrasonic testing is available upon agreement at an extra cost, with procedures determined by mutual agreement between the client and producer.
Certification and Delivery Terms
Certification type must be specified at the time of order. General technical delivery conditions conform to EN 10021:2007, with further details available on the ArcelorMittal website.
Certification type must be specified at the time of order. General technical delivery conditions conform to EN 10021:2007, with further details available on the ArcelorMittal website.
Minimum Order Quantity
Unless specified otherwise in the profile tables, the minimum order quantity is 5 tonnes per profile, steel grade, length, and destination.
Unless specified otherwise in the profile tables, the minimum order quantity is 5 tonnes per profile, steel grade, length, and destination.
Surface Quality
Material is generally delivered with surface quality according to EN 10163-3:2005, Class C, Subgroup 1.
Material is generally delivered with surface quality according to EN 10163-3:2005, Class C, Subgroup 1.
Ultrasonic Testing
Special ultrasonic tests can be arranged for an additional fee, with procedures agreed upon between the buyer and manufacturer.
Special ultrasonic tests can be arranged for an additional fee, with procedures agreed upon between the buyer and manufacturer.
Certification
The type of certification must be agreed upon at the time of order.
The type of certification must be agreed upon at the time of order.
Delivery Times
Please inquire with the local branch.
Please inquire with the local branch.
Delivery Conditions
Unless otherwise agreed, general technical delivery conditions follow EN 10021:2007. General sales and delivery conditions are available on the website sections.arcelormittal.com.
Unless otherwise agreed, general technical delivery conditions follow EN 10021:2007. General sales and delivery conditions are available on the website sections.arcelormittal.com.
Quality Assurance
The mills producing sections and merchant bars are certified ISO 9001, ISO 14001, ISO 50001, and ISO 45001.
The mills producing sections and merchant bars are certified ISO 9001, ISO 14001, ISO 50001, and ISO 45001.
Tailor-made Beams
Custom beams can be produced with a minimum order of 500 tonnes per profile and grade, subject to agreement.
Custom beams can be produced with a minimum order of 500 tonnes per profile and grade, subject to agreement.
Environmental Product Declaration
Life Cycle Assessments (LCA) of steel sections are based on World Steel Association data, considering environmental benefits of reuse and recycling. Environmental Product Declarations and certificates are available online.
Life Cycle Assessments (LCA) of steel sections are based on World Steel Association data, considering environmental benefits of reuse and recycling. Environmental Product Declarations and certificates are available online.
Technical Support
Free technical advice is provided for the use of sections and merchant bars, covering design, construction details, surface protection, fire safety, metallurgy, and welding.
Free technical advice is provided for the use of sections and merchant bars, covering design, construction details, surface protection, fire safety, metallurgy, and welding.
Finishing Services
A wide range of services is offered, including drilling, flame cutting, notching, cambering, curving, straightening, cold sawing, welding, and surface treatment.
A wide range of services is offered, including drilling, flame cutting, notching, cambering, curving, straightening, cold sawing, welding, and surface treatment.
Research and Development
The research center develops innovative products and solutions, offering guides and software for product use, available on sections.arcelormittal.com.
The research center develops innovative products and solutions, offering guides and software for product use, available on sections.arcelormittal.com.
Software Solutions
Various software tools are available for predesign and calculation of steel and composite structures, complying with European standards.
Various software tools are available for predesign and calculation of steel and composite structures, complying with European standards.
Specifications and Procedures
1. ACS+: Predesign of composite floor slabs considering fire situations and membrane effects. Verification of edge beams.
2. AMECO: Life Cycle Assessment of building or bridge structures according to ISO 14040, ISO 14044, and EN 15804 standards.
3. ACOBRI: Predesign of composite bridges for roads, rails, and pedestrian paths according to EN Eurocodes.
4. ACoP and COP2: Design of steel and composite connections according to ENV 1993 and EN 1993-1-8, EN 1994-1-1.
5. INERD: Verification of steel structural systems for seismic reinforcement of concrete frames.
1. ACS+: Predesign of composite floor slabs considering fire situations and membrane effects. Verification of edge beams.
2. AMECO: Life Cycle Assessment of building or bridge structures according to ISO 14040, ISO 14044, and EN 15804 standards.
3. ACOBRI: Predesign of composite bridges for roads, rails, and pedestrian paths according to EN Eurocodes.
4. ACoP and COP2: Design of steel and composite connections according to ENV 1993 and EN 1993-1-8, EN 1994-1-1.
5. INERD: Verification of steel structural systems for seismic reinforcement of concrete frames.
Software Tools
1. Equaljoints Plus: Mobile app for quick calculation and verification of steel joint seismic responses.
2. ACE: Cost estimator for steel structures in industrial and multi-storey buildings.
3. Luca: Software for calculating displacements and forces in industrial halls during fire conditions.
4. MACS+: Designs composite floor slabs at elevated temperatures, considering membrane action effects.
1. Equaljoints Plus: Mobile app for quick calculation and verification of steel joint seismic responses.
2. ACE: Cost estimator for steel structures in industrial and multi-storey buildings.
3. Luca: Software for calculating displacements and forces in industrial halls during fire conditions.
4. MACS+: Designs composite floor slabs at elevated temperatures, considering membrane action effects.
Innovative Construction Solutions
1. CoSFB: Combines slim-floor and composite construction advantages, allowing large spans with reduced steel consumption and integrated fire resistance.
2. Angelina® and ACB® Beams: Fabricated with large web openings, offering increased stiffness and load capacity without additional weight.
1. CoSFB: Combines slim-floor and composite construction advantages, allowing large spans with reduced steel consumption and integrated fire resistance.
2. Angelina® and ACB® Beams: Fabricated with large web openings, offering increased stiffness and load capacity without additional weight.
Design and Fabrication
1. Mega-columns and Reinforced Sections: Options for enhancing section strength and stiffness, including composite columns and box sections.
1. Mega-columns and Reinforced Sections: Options for enhancing section strength and stiffness, including composite columns and box sections.
Composite Structures Overview
This document discusses various types of composite structures, including composite beams and columns. It highlights the use of concrete filling in steel sections to enhance structural capacity. Key types include:
This document discusses various types of composite structures, including composite beams and columns. It highlights the use of concrete filling in steel sections to enhance structural capacity. Key types include:
- Composite beams with concrete filling.
- Composite columns with wide flange sections encased in concrete-filled steel tubes.
- Mega-columns constructed from multiple wide flange beams and connection plates.
Innovative Products: WTM Plates
ArcelorMittal introduces Web Tailor-Made (WTM) steel plates, designed to meet modern construction challenges such as limited buildable land and compressed schedules. These plates are comparable to ASTM A913/A913M standards and are produced using a thermo-mechanical rolling process. Key features include:
ArcelorMittal introduces Web Tailor-Made (WTM) steel plates, designed to meet modern construction challenges such as limited buildable land and compressed schedules. These plates are comparable to ASTM A913/A913M standards and are produced using a thermo-mechanical rolling process. Key features include:
- Dimensions ranging from 2.5 to 4 inches in thickness and 24 to 40 inches in width.
- Minimal preheating required for welding, following AWS D1.1 guidelines.
- Optimized for structural capacity, fabrication procedures, and cost efficiency.
Mechanical Properties and Designations
The document provides detailed mechanical properties of WTM plates, including yield point, tensile strength, and transverse elongation. It also explains the designation system based on width and unit weight.
The document provides detailed mechanical properties of WTM plates, including yield point, tensile strength, and transverse elongation. It also explains the designation system based on width and unit weight.
Structural Design Considerations
Formulas and notations are provided for calculating various structural parameters, such as shear area, inertia, and section modulus. The document emphasizes the importance of classifying cross-sections according to Eurocode standards for structural analysis.
Formulas and notations are provided for calculating various structural parameters, such as shear area, inertia, and section modulus. The document emphasizes the importance of classifying cross-sections according to Eurocode standards for structural analysis.
Classification of Cross-Sections
Cross-sections are classified into four classes based on their ability to form plastic hinges and develop plastic moment resistance. This classification is crucial for determining the structural capacity and safety of the design.
Cross-sections are classified into four classes based on their ability to form plastic hinges and develop plastic moment resistance. This classification is crucial for determining the structural capacity and safety of the design.
Classification of Cross-Sections
1. Class 1: Sections can form plastic hinges with sufficient rotation capacity for plastic analysis.
2. Class 2: Sections have plastic resistance but limited rotation capacity.
3. Class 3: Sections reach yield strength but local buckling may prevent full plastic moment resistance.
4. Class 4: Sections require explicit allowances for local buckling effects when determining moment or compression resistance.
The classification is indicated for both pure bending about the strong axis and pure compression.
1. Class 1: Sections can form plastic hinges with sufficient rotation capacity for plastic analysis.
2. Class 2: Sections have plastic resistance but limited rotation capacity.
3. Class 3: Sections reach yield strength but local buckling may prevent full plastic moment resistance.
4. Class 4: Sections require explicit allowances for local buckling effects when determining moment or compression resistance.
The classification is indicated for both pure bending about the strong axis and pure compression.
Dimensional Tolerances
Height (h): Tolerances vary based on height ranges, e.g., h ≤ 180 mm has a tolerance of +3/-2 mm.
Flange Width (b): Tolerances depend on width, e.g., b ≤ 110 mm has a tolerance of +4/-1 mm.
Web Thickness (tw): Tolerances are specified for different thickness ranges, e.g., tw < 7 mm has a tolerance of ±0.7 mm.
Flange Thickness (tf): Tolerances vary, e.g., tf < 6.5 mm has a tolerance of +1.5/-0.5 mm.
Height (h): Tolerances vary based on height ranges, e.g., h ≤ 180 mm has a tolerance of +3/-2 mm.
Flange Width (b): Tolerances depend on width, e.g., b ≤ 110 mm has a tolerance of +4/-1 mm.
Web Thickness (tw): Tolerances are specified for different thickness ranges, e.g., tw < 7 mm has a tolerance of ±0.7 mm.
Flange Thickness (tf): Tolerances vary, e.g., tf < 6.5 mm has a tolerance of +1.5/-0.5 mm.
Rolling Tolerances for Beams
Includes standards such as EN 10034 and ASTM A 6/A 6M - 16. Tolerances are specified for straightness, length, and concavity of web.
Includes standards such as EN 10034 and ASTM A 6/A 6M - 16. Tolerances are specified for straightness, length, and concavity of web.
Tolerances for ACB® and Angelina® Beams
Specific tolerances for beams with large web openings, including circular, sinusoidal, hexagonal, or octagonal shapes.
Specific tolerances for beams with large web openings, including circular, sinusoidal, hexagonal, or octagonal shapes.
Rolling Tolerances for Channels & Joists
Includes tolerances for equal and unequal leg angles, with specific measurements for leg width and thickness.
Includes tolerances for equal and unequal leg angles, with specific measurements for leg width and thickness.
Rolling Tolerances for WTM Plates
Specifies width, thickness, flatness, and cambering tolerances for WTM plates according to ArcelorMittal standards.
Specifies width, thickness, flatness, and cambering tolerances for WTM plates according to ArcelorMittal standards.
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Catalog excerpts
ArcelorMittal Europe Long Products Profilés et Aciers Marchands Sections and Merchant Bars Profil- und Stabstahl Programme de Vente / Sales Programme / Verkaufsprogramm
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Image courtesy of CallisonRTKL, Design Consultant for the Project The Imperium at Capitol Commons Pasig City, Manila, Philippines
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Nuances et qualités d’acier Gammes de profilés Steel grades and qualities Sections range Stahlsorten und Sondergüten Profilreihen Informations techniques et commerciales Technical and commercial data Technische und kommerzielle Informationen Unsere Vertretungen Marques: ArcelorMittal est le propriétaire des marques déposées suivantes: «HISTAR®», «FRITENAR®», «Arcorox®», «ACB®», «Angelina®». Trademarks: ArcelorMittal is the owner of the following registered trademarks: “HISTAR®”, “FRITENAR®”, “Arcorox®”, “ACB®”, “Angelina®”. Warenzeichen: ArcelorMittal ist Inhaber der folgenden eingetragene Marken:...
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© Magnusson Klemencic Associates (MKA) Jobsite welding of heavy shapes in steel ASTM A913 Grade 65 [450] (HISTAR® 460) without preheating, according to code AWS D1.1 (ETA 100 156).
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Nuances et qualités d’acier Nuances et qualités d’acier - HISTAR® - Offshore - Arcorox® - 16 Mo3 & P265GH Steel grades and qualities Steel grades and qualities - HISTAR® - Offshore - Arcorox® - 16 Mo3 & P265GH Stahlsorten und Sondergüten - HISTAR® - Offshore - Arcorox® - 16 Mo3 & P265GH Désignations usuelles des nuances d’acier de construction Usual structural steel grade designations Übliche Bezeichnungen der Baustahlgüten Aciers de construction non alliés Non-alloy structural steels Unlegierte Baustähle Aciers de construction soudables à grains fins Weldable fine grain structural steels Schweißgeeignete...
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Thickness of the zinc coating depending on different parameters Increasing bath temperature ArcelorMiƩal steels Thickness of the zinc coaƟng Steel grades and qualities Nuances et qualités d’acier Système de désignation des aciers Designation system for steels La norme européenne EN 10 027-1:2017 définit la manière de désigner les aciers. Le tableau 1 reprend les symboles usuels pour les aciers de construction. The European standard EN 10 027-1:2017 defines the designation system for steel. The usual symbols for structural steels are shown in table 1. Die europäische Norm EN 10 027-1:2017 umfasst...
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Minimum yield strength according to material thickness A913 Grade 80 Minimum yield strength (MPa) Aciers de marque HISTAR® et FRITENAR® HISTAR® and FRITENAR® trademark steels HISTAR® et FRITENAR® Markenstähle Les aciers de marque HISTAR® et FRITENAR® sont conformes en tous points aux exigences des normes applicables aux aciers de construction. Leurs caractéristiques sont supérieures et offrent des garanties supplémentaires. The HISTAR® and FRITENAR® trademark steels meet all requirements of the applicable structural steel standards. They exceed the requirements and offer supplementary guarantees....
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Les nuances des aciers de marque HISTAR® et FRITENAR® sont reprises dans le tableau 5. Des renseignements techniques détaillés de ces nuances sont disponibles sur demande. Table 5 shows the characteristics of the available HISTAR® and FRITENAR® trademark steel grades. Detailed data of these steels are available upon request. In Tabelle 5 ist die Liste aller verfügbaren HISTAR® und FRITENAR® Markenstähle aufgeführt. Auf Nachfrage sind weitere Einzelheiten dieser Güten erhältlich. La nuance FRITENAR® est disponible sur demande. Les nuances HISTAR® sont disponibles uniquement pour les profilés marqués...
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Aciers pour applications offshore Steel grades for offshore applications Les nuances HISTAR® Offshore et FRITENAR Offshore ont été développées spécialement pour les applications offshore. Comparées aux aciers de marque HISTAR® et FRITENAR®, les nuances offshore présentent des propriétés supplémentaires, dont notamment : • des caractéristiques de déformation améliorées dans le sens de l’épaisseur en ce qui concerne la résistance à l’arrachement lamellaire (qualités Z) ; • des propriétés de résilience garanties dans le sens transversal ; • un rapport maximal entre les valeurs de la limite élastique...
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Arcorox® Poutrelles en acier autopatinable suivant EN 10 025-5 / ASTM A588 Arcorox® Weathering steel grade according to EN 10 025-5 / ASTM A588 Example of colours for different exposure conditions of steel grade Arcorox® Wetterfester Baustahl gemäß EN 10 025-5 / ASTM A588 Ainsi, tout en offrant d’intéressantes possibilités esthétiques, Arcorox® permet la réalisation d’ouvrages durables, sans utilisation de peinture, permettant alors: • la réduction des coûts et du temps de maintenance; • l’absence d’impact environnemental dû aux opérations de maintenance et leurs résidus. Therefore, along with...
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Tableau 1 Désignations usuelles des nuances d’acier de construction 16 Mo3 en relation avec EN 10 273 et EN 10 028 Acier allié pour températures d’utilisation élevées suivant EN 10027-1:2017, EN 10025-2:2019, EN 10025-4:2019 Table 1 Usual structural steel grade designations 16 Mo3 in relation with EN 10 according to EN 10027-1:2017, EN 10025-2:2019, EN 10025-4:2019 273 and EN 10 028 Alloyed Steel for Elevated Service Temperatures Tabelle 1 Übliche Bezeichnungen der Baustahlgüten nach EN 10027-1:2017, EN 10025-2:2019, EN 10025-4:2019 16 Mo3 in Verbindung mit EN 10 273 und EN 10 028 Legierter Stahl...
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