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connections shall:
HOT-DIP GALVANIZED HOLLOW STRUCTURAL SECTIONS Hot-Dip Galvanized Hollow Structural Sections – Crack Prevention and Mechanical Behaviour. The application of hot-dip galvanized cold-formed Hollow Structural Sections (HSS) in exposed steel structures (e.g. bridges, transmission towers and sign supporting structures) is extremely popular due to their superior strength-to-weight ratio, low initial cost, sustainability andaesthetics.
CONNECTIONS ARCHIVES The Solutions Centre provides SDS 2 - Bolt Groups Subjected to An Eccentric and Inclined Point Load as a convenient design aid for structural and connection design engineers in determining the resistance of bolt groups subjected to an eccentric and inclined pointload.
CISC/CPMA STANDARD 2-75 4 4. APPLICATION REQUIREMENTS 4.1 Surface Preparation Primer 4.1.1 All grease and oil shall be removed in accordance with SSPC Standard SP1-63, "Solvent Cleaning". 4.1.2 The steel shall be cleaned for painting in accordance with Steel Structures Painting Council Standard SP7-63 Brush Off Blast Cleaning. After cleaning, the appearance of thesurface
LIMIT STATES DESIGN IN STRUCTURAL STEEL 15 Table 1.4 – Load combinations with cr ane loads for ultimate limit states Case Load Combination Principal Loads Companion Loads 1 (1.25D or 0.9D) + (1.5C+1.0Lxc) 1.0S or 0.4W 2 (1.25D or 0.9D)+(1.5Lxc +1.0 C) 1.0S or 0.4W 3 (1.25D or 0.9D) + 1.5S 1.0C + 1.0Lxc 4 (1.25D or 0.9D) + 1.4W 1.0C + 0.5Lxc 5 (1.25D or 0.9D) + C7 — 6 1.0D + 1.0E1.0Cd+ 0.5Lxc+0.25S
STEEL FABRIC ATION Q UALITY S YSTEMS GUIDELINE steel fabric ation q uality s ystems guideline c anadian institute of steel construction canadian institute of steel construction institut canadien de la construction TORSIONAL SECTION PROPERTIES OF STEEL SHAPES 5 CISC 2002 HSS Torsional Constant The torsional constant, C, is used for calculating the shear stress due to an applied torque.It is expressed as the ratio of the applied torque, T, to the shear stress in the cross section, τ : τ T C = HSS Shear Constant The shear constant, C RT, is used for calculating the maximum shear stress dueto an applied
CANADIAN INSTITUTE OF STEEL CONSTRUCTION We Are SteelCanada’s voice for the steel construction industry, providing leadership in sustainable design and construction, efficiency, quality and innovation. Learn More Learn More Live Webinars and Events Club Med STEEL DETAILING TECHNICIAN Need Steel Detailers? Canada’s Steel Construction Modelling Program, Steel Detailing Technician, Produces Job-Ready Employees in 10 Months.In today’s competitive steel industry, you need hard-working junior steel detailers competent in steel detailing knowledge with skills in the latest 3D modelling software, right now. You CODE OF STANDARD PRACTICE 1. General Provisions 1.1 Scope This Code covers standard industry practice with respect to the furnishing of structural steel, joist, and platework, in the absence of provisions to BOLTED CONNECTIONS FOR SEISMIC APPLICATIONS Bolted connections, used in seismic‑force‑resisting systems (SFRS) for which the seismic design loads are based on a ductility‑related force modification factor, R d, greater than 1.5, must satisfy Clause 27.1.6 of S16‑14 as well as other pertinent requirements that apply to bolted connections.. In accordance with Clause 27.1.6, these boltedconnections shall:
HOT-DIP GALVANIZED HOLLOW STRUCTURAL SECTIONS Hot-Dip Galvanized Hollow Structural Sections – Crack Prevention and Mechanical Behaviour. The application of hot-dip galvanized cold-formed Hollow Structural Sections (HSS) in exposed steel structures (e.g. bridges, transmission towers and sign supporting structures) is extremely popular due to their superior strength-to-weight ratio, low initial cost, sustainability andaesthetics.
CONNECTIONS ARCHIVES The Solutions Centre provides SDS 2 - Bolt Groups Subjected to An Eccentric and Inclined Point Load as a convenient design aid for structural and connection design engineers in determining the resistance of bolt groups subjected to an eccentric and inclined pointload.
CISC/CPMA STANDARD 2-75 4 4. APPLICATION REQUIREMENTS 4.1 Surface Preparation Primer 4.1.1 All grease and oil shall be removed in accordance with SSPC Standard SP1-63, "Solvent Cleaning". 4.1.2 The steel shall be cleaned for painting in accordance with Steel Structures Painting Council Standard SP7-63 Brush Off Blast Cleaning. After cleaning, the appearance of thesurface
LIMIT STATES DESIGN IN STRUCTURAL STEEL 15 Table 1.4 – Load combinations with cr ane loads for ultimate limit states Case Load Combination Principal Loads Companion Loads 1 (1.25D or 0.9D) + (1.5C+1.0Lxc) 1.0S or 0.4W 2 (1.25D or 0.9D)+(1.5Lxc +1.0 C) 1.0S or 0.4W 3 (1.25D or 0.9D) + 1.5S 1.0C + 1.0Lxc 4 (1.25D or 0.9D) + 1.4W 1.0C + 0.5Lxc 5 (1.25D or 0.9D) + C7 — 6 1.0D + 1.0E1.0Cd+ 0.5Lxc+0.25S
STEEL FABRIC ATION Q UALITY S YSTEMS GUIDELINE steel fabric ation q uality s ystems guideline c anadian institute of steel construction canadian institute of steel construction institut canadien de la construction TORSIONAL SECTION PROPERTIES OF STEEL SHAPES 5 CISC 2002 HSS Torsional Constant The torsional constant, C, is used for calculating the shear stress due to an applied torque.It is expressed as the ratio of the applied torque, T, to the shear stress in the cross section, τ : τ T C = HSS Shear Constant The shear constant, C RT, is used for calculating the maximum shear stress dueto an applied
CSSBI STEEL PRODUCT CERTIFICATION CSSBI 61-21: Product Certification Standard - Cold Formed Steel Framing Members This product certification standard, developed by the Canadian Sheet Steel Building Institute (CSSBI), a division of the Canadian Institute of Steel Construction (CISC), covers non-structural and structural cold formed steel framing members.Under ADVANTAGE STEEL NO. 68 Revolutionizing Steel ConstructionRenzo Piano’S New Genoa Giorgio Bridge Seismic Resilience The Tallest Condo Tower In Canada Structural Steel Solutions In Calgary Parkade Steel Building Sustainable Strategies Steel In Recreation Centres STEEL PRODUCTS TODAY Special Topic – Advantage Steel Issue No. 52. Over the last two decades, the advent of modern steelmaking technology has economically raised the strength levels of CANADIAN NATIONAL STEEL BRIDGE COMPETITION C ivil Engineering students are challenged to an intercollegiate competition that supplements their education with a comprehensive, student-driven project experience from conception and design through fabrication, erection, and testing, culminating in a steel structure that meets client specifications and optimizes performance and economy.. The Canadian National Steel Bridge CompetitionADVANTAGE STEEL
The CISC has a variety of online technical resources available 24/7 to provide guidance on some of the most complex topics related to steel design, fabrication and erection. Our online suite includes the CISC’s Steel Knowledge Blog, FAQs, SUSTAINABLE DEVELOPMENT & HOT-DIP GALVANIZING Sustainable Development & Hot-Dip Galvanizing Melissa LindsleyDirectorAmerican Galvanizers Association Melissa Lindsley is the Executive Director for the American Galvanizers Association (AGA) following 15 years with the organization in Marketing roles. Melissais recognized as
SHEAR LAG IN ANGLES CONNECTED BY LONGITUDINAL WELDS The effect due to shear lag in a tension member is usually accounted for by means of an effective area method. For weld-connected members, Clause 12.3.3.3 of CSA S16-14 applies to members of various cross sections in general.When only one leg of an angle tension member is attached to its end supports, with longitudinal fillet welds, the cross-section area of the angle is divided into twoHSS CORNER RADII
The tables of Properties and Dimensions in Part 6 of the Handbook provide values of the depth (d), width (b) and wall thickness (t) of square and rectangular hollow structural sections (HSS). ENGINEERS CORNER: TORSION DEFORMATION AND STRESS EQUATIONS Canada’s voice for the steel construction industry, providing leadership in sustainable design and construction, efficiency, qualityand innovation.
A QUESTION OF STABILITY Reassessing Lateral-torsional Buckling Capacity of Modern Welded Steel Girders. Dimple Ji, Robert G. Driver, Ali Imanpour. Lateral-torsional buckling is a potential failure mode of steel girders. CANADIAN INSTITUTE OF STEEL CONSTRUCTION The “CISC Steel Structures Certification” is a market differentiator in a crowded field of competitors. The certification provides our clients with the comfort of third party validation, certifying that we are knowledgeable and experienced in the building of structures and that we follow the relevant codes and standards inthe execution of
STEEL PRODUCTS TODAY ASTM A913/A913M: ASTM A913/A913M covers quenched and self-tempered W-shapes. ArcelorMittal International produces A913 W-shapes to 3 yield strength levels: 345 MPa (Gr. 50), 450 MPa (Gr. 65) and 485 MPa (Gr. 70). A913 Grade 65 is most popular. Grades 65 and 70 offer the greatest advantage for use as columns in high rise buildings and aslong
STEEL DETAILING TECHNICIAN Steel Construction Modelling (Steel Detailing Technician) has been a standout program in VCC’s CAD and BIM department for over 50 years. We are proud to be the only steel detailing training program in Canada, and we have produced thousands of proficient steel detailers,many
BOLTED CONNECTIONS FOR SEISMIC APPLICATIONS Bolted connections, used in seismic‑force‑resisting systems (SFRS) for which the seismic design loads are based on a ductility‑related force modification factor, R d, greater than 1.5, must satisfy Clause 27.1.6 of S16‑14 as well as other pertinent requirements that apply to bolted connections.. In accordance with Clause 27.1.6, these boltedconnections shall:
CODE OF STANDARD PRACTICE 1. General Provisions 1.1 Scope This Code covers standard industry practice with respect to the furnishing of structural steel, joist, and platework, in the absence of provisions toHSS CORNER RADII
The maximum exterior corner radius permitted by the G40.20 standard varies from two to four times the wall thickness, depending on the section perimeter and wall thickness. Further information on corner radius tolerances can be found in Part 6 of the Handbook, including tolerances for HSS produced to ASTM A500 and A1085. CISCWebAdmin2018-11
HOT-DIP GALVANIZED HOLLOW STRUCTURAL SECTIONS Hot-Dip Galvanized Hollow Structural Sections – Crack Prevention and Mechanical Behaviour. The application of hot-dip galvanized cold-formed Hollow Structural Sections (HSS) in exposed steel structures (e.g. bridges, transmission towers and sign supporting structures) is extremely popular due to their superior strength-to-weight ratio, low initial cost, sustainability andaesthetics.
ENGINEERS CORNER: TORSION DEFORMATION AND STRESS EQUATIONS To calculate the shear stress, τ and angular deflection, θ caused by a torsional moment generated by the application of forces acting at some distance from the centroid, the polar moment of inertia for the respective section, Ϳ is required. Figure 1: Typical TubularSections.
LIMIT STATES DESIGN IN STRUCTURAL STEEL CANADIAN INSTITUTE OF STEEL CONSTRUCTION 2018 LIMIT STATES DESIGN IN STRUCTURAL STEEL G.L. Kulak and G.Y. Grondin 10th Edition, 1st Printing 2016 REVISIONS LIST NO. 1 - AUGUST 2018 TORSIONAL SECTION PROPERTIES OF STEEL SHAPES 5 CISC 2002 HSS Torsional Constant The torsional constant, C, is used for calculating the shear stress due to an applied torque.It is expressed as the ratio of the applied torque, T, to the shear stress in the cross section, τ : τ T C = HSS Shear Constant The shear constant, C RT, is used for calculating the maximum shear stress dueto an applied
CANADIAN INSTITUTE OF STEEL CONSTRUCTION The “CISC Steel Structures Certification” is a market differentiator in a crowded field of competitors. The certification provides our clients with the comfort of third party validation, certifying that we are knowledgeable and experienced in the building of structures and that we follow the relevant codes and standards inthe execution of
STEEL PRODUCTS TODAY ASTM A913/A913M: ASTM A913/A913M covers quenched and self-tempered W-shapes. ArcelorMittal International produces A913 W-shapes to 3 yield strength levels: 345 MPa (Gr. 50), 450 MPa (Gr. 65) and 485 MPa (Gr. 70). A913 Grade 65 is most popular. Grades 65 and 70 offer the greatest advantage for use as columns in high rise buildings and aslong
STEEL DETAILING TECHNICIAN Steel Construction Modelling (Steel Detailing Technician) has been a standout program in VCC’s CAD and BIM department for over 50 years. We are proud to be the only steel detailing training program in Canada, and we have produced thousands of proficient steel detailers,many
BOLTED CONNECTIONS FOR SEISMIC APPLICATIONS Bolted connections, used in seismic‑force‑resisting systems (SFRS) for which the seismic design loads are based on a ductility‑related force modification factor, R d, greater than 1.5, must satisfy Clause 27.1.6 of S16‑14 as well as other pertinent requirements that apply to bolted connections.. In accordance with Clause 27.1.6, these boltedconnections shall:
CODE OF STANDARD PRACTICE 1. General Provisions 1.1 Scope This Code covers standard industry practice with respect to the furnishing of structural steel, joist, and platework, in the absence of provisions toHSS CORNER RADII
The maximum exterior corner radius permitted by the G40.20 standard varies from two to four times the wall thickness, depending on the section perimeter and wall thickness. Further information on corner radius tolerances can be found in Part 6 of the Handbook, including tolerances for HSS produced to ASTM A500 and A1085. CISCWebAdmin2018-11
HOT-DIP GALVANIZED HOLLOW STRUCTURAL SECTIONS Hot-Dip Galvanized Hollow Structural Sections – Crack Prevention and Mechanical Behaviour. The application of hot-dip galvanized cold-formed Hollow Structural Sections (HSS) in exposed steel structures (e.g. bridges, transmission towers and sign supporting structures) is extremely popular due to their superior strength-to-weight ratio, low initial cost, sustainability andaesthetics.
ENGINEERS CORNER: TORSION DEFORMATION AND STRESS EQUATIONS To calculate the shear stress, τ and angular deflection, θ caused by a torsional moment generated by the application of forces acting at some distance from the centroid, the polar moment of inertia for the respective section, Ϳ is required. Figure 1: Typical TubularSections.
LIMIT STATES DESIGN IN STRUCTURAL STEEL CANADIAN INSTITUTE OF STEEL CONSTRUCTION 2018 LIMIT STATES DESIGN IN STRUCTURAL STEEL G.L. Kulak and G.Y. Grondin 10th Edition, 1st Printing 2016 REVISIONS LIST NO. 1 - AUGUST 2018 TORSIONAL SECTION PROPERTIES OF STEEL SHAPES 5 CISC 2002 HSS Torsional Constant The torsional constant, C, is used for calculating the shear stress due to an applied torque.It is expressed as the ratio of the applied torque, T, to the shear stress in the cross section, τ : τ T C = HSS Shear Constant The shear constant, C RT, is used for calculating the maximum shear stress dueto an applied
CSSBI STEEL PRODUCT CERTIFICATION CSSBI 61-21: Product Certification Standard - Cold Formed Steel Framing Members This product certification standard, developed by the Canadian Sheet Steel Building Institute (CSSBI), a division of the Canadian Institute of Steel Construction (CISC), covers non-structural and structural cold formed steel framing members.UnderTECHNICAL RESOURCES
Old CISC Publications Hollow Structural Section – Connections and Trusses, Packer and Henderson, 1997 The CISC publication entitled Hollow Structural Section - Connections and Trusses by Jeffrey A. Packer and J.E. (Ted) Henderson (1997) is no longer in print. It is made available as a free download in PDF format for reference purposes.Design examples in this ADVANTAGE STEEL NO. 68 Revolutionizing Steel ConstructionRenzo Piano’S New Genoa Giorgio Bridge Seismic Resilience The Tallest Condo Tower In Canada Structural Steel Solutions In Calgary Parkade Steel Building Sustainable Strategies Steel In Recreation CentresCISC STEELCAST
Modelling and Analysis of Steel Structures Using Computer Software- An introduction to the basics and fundamentals of creating 3-dimensional models. The session will cover the determination of suitable software applications, setting up defaults and parameters, modeling frame structures, frame analysis options, loads, model checks, and finalized SUSTAINABLE DEVELOPMENT & HOT-DIP GALVANIZING Sustainable Development & Hot-Dip Galvanizing Melissa LindsleyDirectorAmerican Galvanizers Association Melissa Lindsley is the Executive Director for the American Galvanizers Association (AGA) following 15 years with the organization in Marketing roles. Melissais recognized as
CODE OF STANDARD PRACTICE 1. General Provisions 1.1 Scope This Code covers standard industry practice with respect to the furnishing of structural steel, joist, and platework, in the absence of provisions to HOT-DIP GALVANIZED HOLLOW STRUCTURAL SECTIONS Hot-Dip Galvanized Hollow Structural Sections – Crack Prevention and Mechanical Behaviour. The application of hot-dip galvanized cold-formed Hollow Structural Sections (HSS) in exposed steel structures (e.g. bridges, transmission towers and sign supporting structures) is extremely popular due to their superior strength-to-weight ratio, low initial cost, sustainability andaesthetics.
GALVANIZED BOLTS ON WEATHERING STEEL The zinc coating has to be thick enough to last until the rust layer forms, usually several years. Most hot-dip galvanized bolts have enough zinc coating to last until the protective rust layer develops on the weathering steel, with only a minimal loss in coating life.”. It should be noted that galvanized A490 bolts are not permitted. CONNECTIONS ARCHIVES The RCSC Specification. The Research Council on Structural Connections (RCSC) Specification for Structural Joints Using High-Strength Bolts provides state-of-the-art criteria for design and installation of ASTM high-strength bolts and assemblies. These recommendations become mandatory if and when the local code adopts them. MANAGING THE RISK OF PRICE VOLATILITY AND SUPPLY CHAIN Managing the Risk of Price Volatility and Supply Chain Dan Leduc Lawyer & Partner Norton Rose FulbrightDan Leduc practices primarily construction law and dispute resolution. He is frequently called upon to advise and represent owners, subcontractors, suppliers and CANADIAN INSTITUTE OF STEEL CONSTRUCTION The “CISC Steel Structures Certification” is a market differentiator in a crowded field of competitors. The certification provides our clients with the comfort of third party validation, certifying that we are knowledgeable and experienced in the building of structures and that we follow the relevant codes and standards inthe execution of
COURSES MAIN LANDING PAGE Commit to your professional growth, manage your skill development and learn from the steel industry’s leading professionals with an applied curriculum that advances your career. CISC Courses offer a wide variety of online training courses & webinars for steel professionals, practising engineers and architects, that are looking to advance their careers. Through a CISC CERTIFICATION VS CSA A660 These fabricators are not required to be certified to CSA A660. Engineers and owners that demand steel fabricators have a third party audited quality system should specify CISC Certification. CISC Certification is available for both steel structures and steel bridges. For a listing of companies that are CISC Certified and moreinformation on
STEEL DETAILING TECHNICIAN Steel Construction Modelling (Steel Detailing Technician) has been a standout program in VCC’s CAD and BIM department for over 50 years. We are proud to be the only steel detailing training program in Canada, and we have produced thousands of proficient steel detailers,many
CODE OF STANDARD PRACTICE 1. General Provisions 1.1 Scope This Code covers standard industry practice with respect to the furnishing of structural steel, joist, and platework, in the absence of provisions to CISC/CPMA STANDARD 1-73A 4 4.1.2 The steel shall be cleaned for painting by any suitable method to remove all loose rust, loose scale, dirt, weld flux, etc., to a degree equal to Pictorial "D St 2" of SSPC Vis-1 Colour Photographic Standards for Surface Preparation. CISC/CPMA STANDARD 2-75 4 4. APPLICATION REQUIREMENTS 4.1 Surface Preparation Primer 4.1.1 All grease and oil shall be removed in accordance with SSPC Standard SP1-63, "Solvent Cleaning". 4.1.2 The steel shall be cleaned for painting in accordance with Steel Structures Painting Council Standard SP7-63 Brush Off Blast Cleaning. After cleaning, the appearance of thesurface
LIMIT STATES DESIGN IN STRUCTURAL STEEL CANADIAN INSTITUTE OF STEEL CONSTRUCTION 2018 LIMIT STATES DESIGN IN STRUCTURAL STEEL G.L. Kulak and G.Y. Grondin 10th Edition, 1st Printing 2016 REVISIONS LIST NO. 1 - AUGUST 2018 STEEL FABRIC ATION Q UALITY S YSTEMS GUIDELINE steel fabric ation q uality s ystems guideline c anadian institute of steel construction canadian institute of steel construction institut canadien de la construction TORSIONAL SECTION PROPERTIES OF STEEL SHAPES 5 CISC 2002 HSS Torsional Constant The torsional constant, C, is used for calculating the shear stress due to an applied torque.It is expressed as the ratio of the applied torque, T, to the shear stress in the cross section, τ : τ T C = HSS Shear Constant The shear constant, C RT, is used for calculating the maximum shear stress dueto an applied
CANADIAN INSTITUTE OF STEEL CONSTRUCTION The “CISC Steel Structures Certification” is a market differentiator in a crowded field of competitors. The certification provides our clients with the comfort of third party validation, certifying that we are knowledgeable and experienced in the building of structures and that we follow the relevant codes and standards inthe execution of
COURSES MAIN LANDING PAGE Commit to your professional growth, manage your skill development and learn from the steel industry’s leading professionals with an applied curriculum that advances your career. CISC Courses offer a wide variety of online training courses & webinars for steel professionals, practising engineers and architects, that are looking to advance their careers. Through a CISC CERTIFICATION VS CSA A660 These fabricators are not required to be certified to CSA A660. Engineers and owners that demand steel fabricators have a third party audited quality system should specify CISC Certification. CISC Certification is available for both steel structures and steel bridges. For a listing of companies that are CISC Certified and moreinformation on
STEEL DETAILING TECHNICIAN Steel Construction Modelling (Steel Detailing Technician) has been a standout program in VCC’s CAD and BIM department for over 50 years. We are proud to be the only steel detailing training program in Canada, and we have produced thousands of proficient steel detailers,many
CODE OF STANDARD PRACTICE 1. General Provisions 1.1 Scope This Code covers standard industry practice with respect to the furnishing of structural steel, joist, and platework, in the absence of provisions to CISC/CPMA STANDARD 1-73A 4 4.1.2 The steel shall be cleaned for painting by any suitable method to remove all loose rust, loose scale, dirt, weld flux, etc., to a degree equal to Pictorial "D St 2" of SSPC Vis-1 Colour Photographic Standards for Surface Preparation. CISC/CPMA STANDARD 2-75 4 4. APPLICATION REQUIREMENTS 4.1 Surface Preparation Primer 4.1.1 All grease and oil shall be removed in accordance with SSPC Standard SP1-63, "Solvent Cleaning". 4.1.2 The steel shall be cleaned for painting in accordance with Steel Structures Painting Council Standard SP7-63 Brush Off Blast Cleaning. After cleaning, the appearance of thesurface
LIMIT STATES DESIGN IN STRUCTURAL STEEL CANADIAN INSTITUTE OF STEEL CONSTRUCTION 2018 LIMIT STATES DESIGN IN STRUCTURAL STEEL G.L. Kulak and G.Y. Grondin 10th Edition, 1st Printing 2016 REVISIONS LIST NO. 1 - AUGUST 2018 STEEL FABRIC ATION Q UALITY S YSTEMS GUIDELINE steel fabric ation q uality s ystems guideline c anadian institute of steel construction canadian institute of steel construction institut canadien de la construction TORSIONAL SECTION PROPERTIES OF STEEL SHAPES 5 CISC 2002 HSS Torsional Constant The torsional constant, C, is used for calculating the shear stress due to an applied torque.It is expressed as the ratio of the applied torque, T, to the shear stress in the cross section, τ : τ T C = HSS Shear Constant The shear constant, C RT, is used for calculating the maximum shear stress dueto an applied
COURSES MAIN LANDING PAGE Commit to your professional growth, manage your skill development and learn from the steel industry’s leading professionals with an applied curriculum that advances your career. CISC Courses offer a wide variety of online training courses & webinars for steel professionals, practising engineers and architects, that are looking to advance their careers. Through a CSSBI STEEL PRODUCT CERTIFICATION CSSBI 61-21: Product Certification Standard - Cold Formed Steel Framing Members This product certification standard, developed by the Canadian Sheet Steel Building Institute (CSSBI), a division of the Canadian Institute of Steel Construction (CISC), covers non-structural and structural cold formed steel framing members.Under STEEL PRODUCTS TODAY ASTM A913/A913M: ASTM A913/A913M covers quenched and self-tempered W-shapes. ArcelorMittal International produces A913 W-shapes to 3 yield strength levels: 345 MPa (Gr. 50), 450 MPa (Gr. 65) and 485 MPa (Gr. 70). A913 Grade 65 is most popular. Grades 65 and 70 offer the greatest advantage for use as columns in high rise buildings and aslong
ADVANTAGE STEEL
Advantage Steel – CISC-ICCA. Advantage Steel CISCWebAdmin 2021-03-29T17:36:00-04:00. The CISC has a variety of online technical resources available 24/7 to provide guidance on some of the most complex topics related to steel design, fabrication and erection. Our online suite includes the CISC’s Steel Knowledge Blog, FAQs, updatedCodes
SUSTAINABLE DEVELOPMENT & HOT-DIP GALVANIZING Sustainable Development & Hot-Dip Galvanizing Melissa LindsleyDirectorAmerican Galvanizers Association Melissa Lindsley is the Executive Director for the American Galvanizers Association (AGA) following 15 years with the organization in Marketing roles. Melissais recognized as
STEEL SECTION DIMENSIONS Steel Section Dimensions provides the main section dimensions (d, b, t, w) of structural steel shapes listed in the CISC Handbook of Steel Construction, 11th Edition. Dimensions can be displayed in metric or imperial units. The available steel shapes include: W, HP, M, S, C, MC, L (equal and unequal-leg), HSS (Square, Rectangular and Round) produced to CSA G40.21 and ASTM A500. BOLTED CONNECTIONS FOR SEISMIC APPLICATIONS Bolted connections, used in seismic‑force‑resisting systems (SFRS) for which the seismic design loads are based on a ductility‑related force modification factor, R d, greater than 1.5, must satisfy Clause 27.1.6 of S16‑14 as well as other pertinent requirements that apply to bolted connections.. In accordance with Clause 27.1.6, these boltedconnections shall:
CODE OF STANDARD PRACTICE 1. General Provisions 1.1 Scope This Code covers standard industry practice with respect to the furnishing of structural steel, joist, and platework, in the absence of provisions toHSS CORNER RADII
The maximum exterior corner radius permitted by the G40.20 standard varies from two to four times the wall thickness, depending on the section perimeter and wall thickness. Further information on corner radius tolerances can be found in Part 6 of the Handbook, including tolerances for HSS produced to ASTM A500 and A1085. CISCWebAdmin2018-11
ENGINEERS CORNER: TORSION DEFORMATION AND STRESS EQUATIONS To calculate the shear stress, τ and angular deflection, θ caused by a torsional moment generated by the application of forces acting at some distance from the centroid, the polar moment of inertia for the respective section, Ϳ is required. Figure 1: Typical TubularSections.
CANADIAN INSTITUTE OF STEEL CONSTRUCTION The “CISC Steel Structures Certification” is a market differentiator in a crowded field of competitors. The certification provides our clients with the comfort of third party validation, certifying that we are knowledgeable and experienced in the building of structures and that we follow the relevant codes and standards inthe execution of
COURSES MAIN LANDING PAGE Commit to your professional growth, manage your skill development and learn from the steel industry’s leading professionals with an applied curriculum that advances your career. CISC Courses offer a wide variety of online training courses & webinars for steel professionals, practising engineers and architects, that are looking to advance their careers. Through a STEEL DETAILING TECHNICIAN Steel Construction Modelling (Steel Detailing Technician) has been a standout program in VCC’s CAD and BIM department for over 50 years. We are proud to be the only steel detailing training program in Canada, and we have produced thousands of proficient steel detailers,many
CISC CERTIFICATION VS CSA A660 These fabricators are not required to be certified to CSA A660. Engineers and owners that demand steel fabricators have a third party audited quality system should specify CISC Certification. CISC Certification is available for both steel structures and steel bridges. For a listing of companies that are CISC Certified and moreinformation on
CODE OF STANDARD PRACTICE 1. General Provisions 1.1 Scope This Code covers standard industry practice with respect to the furnishing of structural steel, joist, and platework, in the absence of provisions to CISC/CPMA STANDARD 1-73A 4 4.1.2 The steel shall be cleaned for painting by any suitable method to remove all loose rust, loose scale, dirt, weld flux, etc., to a degree equal to Pictorial "D St 2" of SSPC Vis-1 Colour Photographic Standards for Surface Preparation. CISC/CPMA STANDARD 2-75 4 4. APPLICATION REQUIREMENTS 4.1 Surface Preparation Primer 4.1.1 All grease and oil shall be removed in accordance with SSPC Standard SP1-63, "Solvent Cleaning". 4.1.2 The steel shall be cleaned for painting in accordance with Steel Structures Painting Council Standard SP7-63 Brush Off Blast Cleaning. After cleaning, the appearance of thesurface
LIMIT STATES DESIGN IN STRUCTURAL STEEL CANADIAN INSTITUTE OF STEEL CONSTRUCTION 2018 LIMIT STATES DESIGN IN STRUCTURAL STEEL G.L. Kulak and G.Y. Grondin 10th Edition, 1st Printing 2016 REVISIONS LIST NO. 1 - AUGUST 2018 STEEL FABRIC ATION Q UALITY S YSTEMS GUIDELINE steel fabric ation q uality s ystems guideline c anadian institute of steel construction canadian institute of steel construction institut canadien de la construction TORSIONAL SECTION PROPERTIES OF STEEL SHAPES 5 CISC 2002 HSS Torsional Constant The torsional constant, C, is used for calculating the shear stress due to an applied torque.It is expressed as the ratio of the applied torque, T, to the shear stress in the cross section, τ : τ T C = HSS Shear Constant The shear constant, C RT, is used for calculating the maximum shear stress dueto an applied
CANADIAN INSTITUTE OF STEEL CONSTRUCTION The “CISC Steel Structures Certification” is a market differentiator in a crowded field of competitors. The certification provides our clients with the comfort of third party validation, certifying that we are knowledgeable and experienced in the building of structures and that we follow the relevant codes and standards inthe execution of
COURSES MAIN LANDING PAGE Commit to your professional growth, manage your skill development and learn from the steel industry’s leading professionals with an applied curriculum that advances your career. CISC Courses offer a wide variety of online training courses & webinars for steel professionals, practising engineers and architects, that are looking to advance their careers. Through a STEEL DETAILING TECHNICIAN Steel Construction Modelling (Steel Detailing Technician) has been a standout program in VCC’s CAD and BIM department for over 50 years. We are proud to be the only steel detailing training program in Canada, and we have produced thousands of proficient steel detailers,many
CISC CERTIFICATION VS CSA A660 These fabricators are not required to be certified to CSA A660. Engineers and owners that demand steel fabricators have a third party audited quality system should specify CISC Certification. CISC Certification is available for both steel structures and steel bridges. For a listing of companies that are CISC Certified and moreinformation on
CODE OF STANDARD PRACTICE 1. General Provisions 1.1 Scope This Code covers standard industry practice with respect to the furnishing of structural steel, joist, and platework, in the absence of provisions to CISC/CPMA STANDARD 1-73A 4 4.1.2 The steel shall be cleaned for painting by any suitable method to remove all loose rust, loose scale, dirt, weld flux, etc., to a degree equal to Pictorial "D St 2" of SSPC Vis-1 Colour Photographic Standards for Surface Preparation. CISC/CPMA STANDARD 2-75 4 4. APPLICATION REQUIREMENTS 4.1 Surface Preparation Primer 4.1.1 All grease and oil shall be removed in accordance with SSPC Standard SP1-63, "Solvent Cleaning". 4.1.2 The steel shall be cleaned for painting in accordance with Steel Structures Painting Council Standard SP7-63 Brush Off Blast Cleaning. After cleaning, the appearance of thesurface
LIMIT STATES DESIGN IN STRUCTURAL STEEL CANADIAN INSTITUTE OF STEEL CONSTRUCTION 2018 LIMIT STATES DESIGN IN STRUCTURAL STEEL G.L. Kulak and G.Y. Grondin 10th Edition, 1st Printing 2016 REVISIONS LIST NO. 1 - AUGUST 2018 STEEL FABRIC ATION Q UALITY S YSTEMS GUIDELINE steel fabric ation q uality s ystems guideline c anadian institute of steel construction canadian institute of steel construction institut canadien de la construction TORSIONAL SECTION PROPERTIES OF STEEL SHAPES 5 CISC 2002 HSS Torsional Constant The torsional constant, C, is used for calculating the shear stress due to an applied torque.It is expressed as the ratio of the applied torque, T, to the shear stress in the cross section, τ : τ T C = HSS Shear Constant The shear constant, C RT, is used for calculating the maximum shear stress dueto an applied
COURSES MAIN LANDING PAGE Commit to your professional growth, manage your skill development and learn from the steel industry’s leading professionals with an applied curriculum that advances your career. CISC Courses offer a wide variety of online training courses & webinars for steel professionals, practising engineers and architects, that are looking to advance their careers. Through a CSSBI STEEL PRODUCT CERTIFICATION CSSBI 61-21: Product Certification Standard - Cold Formed Steel Framing Members This product certification standard, developed by the Canadian Sheet Steel Building Institute (CSSBI), a division of the Canadian Institute of Steel Construction (CISC), covers non-structural and structural cold formed steel framing members.Under STEEL PRODUCTS TODAY ASTM A913/A913M: ASTM A913/A913M covers quenched and self-tempered W-shapes. ArcelorMittal International produces A913 W-shapes to 3 yield strength levels: 345 MPa (Gr. 50), 450 MPa (Gr. 65) and 485 MPa (Gr. 70). A913 Grade 65 is most popular. Grades 65 and 70 offer the greatest advantage for use as columns in high rise buildings and aslong
ADVANTAGE STEEL
Advantage Steel – CISC-ICCA. Advantage Steel CISCWebAdmin 2021-03-29T17:36:00-04:00. The CISC has a variety of online technical resources available 24/7 to provide guidance on some of the most complex topics related to steel design, fabrication and erection. Our online suite includes the CISC’s Steel Knowledge Blog, FAQs, updatedCodes
SUSTAINABLE DEVELOPMENT & HOT-DIP GALVANIZING Sustainable Development & Hot-Dip Galvanizing Melissa LindsleyDirectorAmerican Galvanizers Association Melissa Lindsley is the Executive Director for the American Galvanizers Association (AGA) following 15 years with the organization in Marketing roles. Melissais recognized as
STEEL SECTION DIMENSIONS Steel Section Dimensions provides the main section dimensions (d, b, t, w) of structural steel shapes listed in the CISC Handbook of Steel Construction, 11th Edition. Dimensions can be displayed in metric or imperial units. The available steel shapes include: W, HP, M, S, C, MC, L (equal and unequal-leg), HSS (Square, Rectangular and Round) produced to CSA G40.21 and ASTM A500. BOLTED CONNECTIONS FOR SEISMIC APPLICATIONS Bolted connections, used in seismic‑force‑resisting systems (SFRS) for which the seismic design loads are based on a ductility‑related force modification factor, R d, greater than 1.5, must satisfy Clause 27.1.6 of S16‑14 as well as other pertinent requirements that apply to bolted connections.. In accordance with Clause 27.1.6, these boltedconnections shall:
HSS CORNER RADII
The maximum exterior corner radius permitted by the G40.20 standard varies from two to four times the wall thickness, depending on the section perimeter and wall thickness. Further information on corner radius tolerances can be found in Part 6 of the Handbook, including tolerances for HSS produced to ASTM A500 and A1085. CISCWebAdmin2018-11
CONNECTIONS ARCHIVES The RCSC Specification. The Research Council on Structural Connections (RCSC) Specification for Structural Joints Using High-Strength Bolts provides state-of-the-art criteria for design and installation of ASTM high-strength bolts and assemblies. These recommendations become mandatory if and when the local code adopts them. ENGINEERS CORNER: TORSION DEFORMATION AND STRESS EQUATIONS To calculate the shear stress, τ and angular deflection, θ caused by a torsional moment generated by the application of forces acting at some distance from the centroid, the polar moment of inertia for the respective section, Ϳ is required. Figure 1: Typical TubularSections.
CANADIAN INSTITUTE OF STEEL CONSTRUCTION The “CISC Steel Structures Certification” is a market differentiator in a crowded field of competitors. The certification provides our clients with the comfort of third party validation, certifying that we are knowledgeable and experienced in the building of structures and that we follow the relevant codes and standards inthe execution of
COURSES MAIN LANDING PAGE Commit to your professional growth, manage your skill development and learn from the steel industry’s leading professionals with an applied curriculum that advances your career. CISC Courses offer a wide variety of online training courses & webinars for steel professionals, practising engineers and architects, that are looking to advance their careers. Through a CISC CERTIFICATION VS CSA A660 These fabricators are not required to be certified to CSA A660. Engineers and owners that demand steel fabricators have a third party audited quality system should specify CISC Certification. CISC Certification is available for both steel structures and steel bridges. For a listing of companies that are CISC Certified and moreinformation on
STEEL DETAILING TECHNICIAN Steel Construction Modelling (Steel Detailing Technician) has been a standout program in VCC’s CAD and BIM department for over 50 years. We are proud to be the only steel detailing training program in Canada, and we have produced thousands of proficient steel detailers,many
HSS CORNER RADII
The maximum exterior corner radius permitted by the G40.20 standard varies from two to four times the wall thickness, depending on the section perimeter and wall thickness. Further information on corner radius tolerances can be found in Part 6 of the Handbook, including tolerances for HSS produced to ASTM A500 and A1085. CISCWebAdmin2018-11
DUCTILE MOMENT CONNECTIONS Although Cl. 27.4.4.2 of S16-14 provides prescriptive requirements for the design of moment connections used in limited-ductility moment frames, the clause applies to frames having I-shape columns and beams welded directly to the columns only. CISC Moment Connections for Seismic Applications – 2nd Edition, covers connections that aresuitable
ENGINEERS CORNER: TORSION DEFORMATION AND STRESS EQUATIONS To calculate the shear stress, τ and angular deflection, θ caused by a torsional moment generated by the application of forces acting at some distance from the centroid, the polar moment of inertia for the respective section, Ϳ is required. Figure 1: Typical TubularSections.
CISC/CPMA STANDARD 2-75 4 4. APPLICATION REQUIREMENTS 4.1 Surface Preparation Primer 4.1.1 All grease and oil shall be removed in accordance with SSPC Standard SP1-63, "Solvent Cleaning". 4.1.2 The steel shall be cleaned for painting in accordance with Steel Structures Painting Council Standard SP7-63 Brush Off Blast Cleaning. After cleaning, the appearance of thesurface
STEEL FABRIC ATION Q UALITY S YSTEMS GUIDELINE steel fabric ation q uality s ystems guideline c anadian institute of steel construction canadian institute of steel construction institut canadien de la construction TORSIONAL SECTION PROPERTIES OF STEEL SHAPES 5 CISC 2002 HSS Torsional Constant The torsional constant, C, is used for calculating the shear stress due to an applied torque.It is expressed as the ratio of the applied torque, T, to the shear stress in the cross section, τ : τ T C = HSS Shear Constant The shear constant, C RT, is used for calculating the maximum shear stress dueto an applied
CANADIAN INSTITUTE OF STEEL CONSTRUCTION The “CISC Steel Structures Certification” is a market differentiator in a crowded field of competitors. The certification provides our clients with the comfort of third party validation, certifying that we are knowledgeable and experienced in the building of structures and that we follow the relevant codes and standards inthe execution of
COURSES MAIN LANDING PAGE Commit to your professional growth, manage your skill development and learn from the steel industry’s leading professionals with an applied curriculum that advances your career. CISC Courses offer a wide variety of online training courses & webinars for steel professionals, practising engineers and architects, that are looking to advance their careers. Through a CISC CERTIFICATION VS CSA A660 These fabricators are not required to be certified to CSA A660. Engineers and owners that demand steel fabricators have a third party audited quality system should specify CISC Certification. CISC Certification is available for both steel structures and steel bridges. For a listing of companies that are CISC Certified and moreinformation on
STEEL DETAILING TECHNICIAN Steel Construction Modelling (Steel Detailing Technician) has been a standout program in VCC’s CAD and BIM department for over 50 years. We are proud to be the only steel detailing training program in Canada, and we have produced thousands of proficient steel detailers,many
HSS CORNER RADII
The maximum exterior corner radius permitted by the G40.20 standard varies from two to four times the wall thickness, depending on the section perimeter and wall thickness. Further information on corner radius tolerances can be found in Part 6 of the Handbook, including tolerances for HSS produced to ASTM A500 and A1085. CISCWebAdmin2018-11
DUCTILE MOMENT CONNECTIONS Although Cl. 27.4.4.2 of S16-14 provides prescriptive requirements for the design of moment connections used in limited-ductility moment frames, the clause applies to frames having I-shape columns and beams welded directly to the columns only. CISC Moment Connections for Seismic Applications – 2nd Edition, covers connections that aresuitable
ENGINEERS CORNER: TORSION DEFORMATION AND STRESS EQUATIONS To calculate the shear stress, τ and angular deflection, θ caused by a torsional moment generated by the application of forces acting at some distance from the centroid, the polar moment of inertia for the respective section, Ϳ is required. Figure 1: Typical TubularSections.
CISC/CPMA STANDARD 2-75 4 4. APPLICATION REQUIREMENTS 4.1 Surface Preparation Primer 4.1.1 All grease and oil shall be removed in accordance with SSPC Standard SP1-63, "Solvent Cleaning". 4.1.2 The steel shall be cleaned for painting in accordance with Steel Structures Painting Council Standard SP7-63 Brush Off Blast Cleaning. After cleaning, the appearance of thesurface
STEEL FABRIC ATION Q UALITY S YSTEMS GUIDELINE steel fabric ation q uality s ystems guideline c anadian institute of steel construction canadian institute of steel construction institut canadien de la construction TORSIONAL SECTION PROPERTIES OF STEEL SHAPES 5 CISC 2002 HSS Torsional Constant The torsional constant, C, is used for calculating the shear stress due to an applied torque.It is expressed as the ratio of the applied torque, T, to the shear stress in the cross section, τ : τ T C = HSS Shear Constant The shear constant, C RT, is used for calculating the maximum shear stress dueto an applied
COURSES MAIN LANDING PAGE Commit to your professional growth, manage your skill development and learn from the steel industry’s leading professionals with an applied curriculum that advances your career. CISC Courses offer a wide variety of online training courses & webinars for steel professionals, practising engineers and architects, that are looking to advance their careers. Through a CSSBI STEEL PRODUCT CERTIFICATION CSSBI 61-21: Product Certification Standard - Cold Formed Steel Framing Members This product certification standard, developed by the Canadian Sheet Steel Building Institute (CSSBI), a division of the Canadian Institute of Steel Construction (CISC), covers non-structural and structural cold formed steel framing members.Under ENHANCING THE DESIGN OF CONNECTIONS FOR FIRE RESILIENCY 2020 Aikaterini Genikomsou Queen’s UniversityJohn Gales University of Alberta York University Enhancing the Design of Connections for Fire Resiliency Within CSA S16 Annex K, there exists flexibility for a designer to consider more advanced computational practices. This includes methods that optimize the fire protection of a steel structure with robust STEEL PRODUCTS TODAY ASTM A913/A913M: ASTM A913/A913M covers quenched and self-tempered W-shapes. ArcelorMittal International produces A913 W-shapes to 3 yield strength levels: 345 MPa (Gr. 50), 450 MPa (Gr. 65) and 485 MPa (Gr. 70). A913 Grade 65 is most popular. Grades 65 and 70 offer the greatest advantage for use as columns in high rise buildings and aslong
ARTIFICIAL INTELLIGENCE APPLICATIONS FOR ADVANCING THE Artificial Intelligence Applications for Advancing the Canadian Steel Construction Industry. During the last 20 years, ground-breaking advancements in computer hardware, data science, and artificial intelligence technologies, such as artificial neural networks, genetic algorithms, machine learning, big data and data mining, and optimization algorithms have made possible huge advances for manyADVANTAGE STEEL
Advantage Steel – CISC-ICCA. Advantage Steel CISCWebAdmin 2021-03-29T17:36:00-04:00. The CISC has a variety of online technical resources available 24/7 to provide guidance on some of the most complex topics related to steel design, fabrication and erection. Our online suite includes the CISC’s Steel Knowledge Blog, FAQs, updatedCodes
SUSTAINABLE DEVELOPMENT & HOT-DIP GALVANIZING Sustainable Development & Hot-Dip Galvanizing Melissa LindsleyDirectorAmerican Galvanizers Association Melissa Lindsley is the Executive Director for the American Galvanizers Association (AGA) following 15 years with the organization in Marketing roles. Melissais recognized as
CANADIAN NATIONAL STEEL BRIDGE COMPETITION C ivil Engineering students are challenged to an intercollegiate competition that supplements their education with a comprehensive, student-driven project experience from conception and design through fabrication, erection, and testing, culminating in a steel structure that meets client specifications and optimizes performance and economy.. The Canadian National Steel Bridge Competition STEEL SECTION DIMENSIONS Steel Section Dimensions provides the main section dimensions (d, b, t, w) of structural steel shapes listed in the CISC Handbook of Steel Construction, 11th Edition. Dimensions can be displayed in metric or imperial units. The available steel shapes include: W, HP, M, S, C, MC, L (equal and unequal-leg), HSS (Square, Rectangular and Round) produced to CSA G40.21 and ASTM A500. ENGINEERS CORNER: TORSION DEFORMATION AND STRESS EQUATIONS To calculate the shear stress, τ and angular deflection, θ caused by a torsional moment generated by the application of forces acting at some distance from the centroid, the polar moment of inertia for the respective section, Ϳ is required. Figure 1: Typical TubularSections.
CANADIAN INSTITUTE OF STEEL CONSTRUCTION We Are SteelCanada’s voice for the steel construction industry, providing leadership in sustainable design and construction, efficiency, quality and innovation. Learn More Learn More Live Webinars and Events Club Med STEEL DETAILING TECHNICIAN Need Steel Detailers? Canada’s Steel Construction Modelling Program, Steel Detailing Technician, Produces Job-Ready Employees in 10 Months.In today’s competitive steel industry, you need hard-working junior steel detailers competent in steel detailing knowledge with skills in the latest 3D modelling software, right now. You STEEL PRODUCTS TODAY Special Topic – Advantage Steel Issue No. 52. Over the last two decades, the advent of modern steelmaking technology has economically raised the strength levels of BOLTED CONNECTIONS FOR SEISMIC APPLICATIONS Bolted connections, used in seismic‑force‑resisting systems (SFRS) for which the seismic design loads are based on a ductility‑related force modification factor, R d, greater than 1.5, must satisfy Clause 27.1.6 of S16‑14 as well as other pertinent requirements that apply to bolted connections.. In accordance with Clause 27.1.6, these boltedconnections shall:
HOT-DIP GALVANIZED HOLLOW STRUCTURAL SECTIONS Hot-Dip Galvanized Hollow Structural Sections – Crack Prevention and Mechanical Behaviour. The application of hot-dip galvanized cold-formed Hollow Structural Sections (HSS) in exposed steel structures (e.g. bridges, transmission towers and sign supporting structures) is extremely popular due to their superior strength-to-weight ratio, low initial cost, sustainability andaesthetics.
ENGINEERS CORNER: TORSION DEFORMATION AND STRESS EQUATIONS Canada’s voice for the steel construction industry, providing leadership in sustainable design and construction, efficiency, qualityand innovation.
DUCTILE MOMENT CONNECTIONS The discussion herein concerns ductile moment connections only and therefore does not apply to connections used in moment-resisting frames in ‘conventional construction’. CONNECTIONS ARCHIVES The Solutions Centre provides SDS 2 - Bolt Groups Subjected to An Eccentric and Inclined Point Load as a convenient design aid for structural and connection design engineers in determining the resistance of bolt groups subjected to an eccentric and inclined pointload.
CANADIAN INSTITUTE OF STEEL CONSTRUCTION Canadian Institute of Steel Construction – CISC-ICCAHSS CORNER RADII
The tables of Properties and Dimensions in Part 6 of the Handbook provide values of the depth (d), width (b) and wall thickness (t) of square and rectangular hollow structural sections (HSS). CANADIAN INSTITUTE OF STEEL CONSTRUCTION We Are SteelCanada’s voice for the steel construction industry, providing leadership in sustainable design and construction, efficiency, quality and innovation. Learn More Learn More Live Webinars and Events Club Med STEEL DETAILING TECHNICIAN Need Steel Detailers? Canada’s Steel Construction Modelling Program, Steel Detailing Technician, Produces Job-Ready Employees in 10 Months.In today’s competitive steel industry, you need hard-working junior steel detailers competent in steel detailing knowledge with skills in the latest 3D modelling software, right now. You STEEL PRODUCTS TODAY Special Topic – Advantage Steel Issue No. 52. Over the last two decades, the advent of modern steelmaking technology has economically raised the strength levels of BOLTED CONNECTIONS FOR SEISMIC APPLICATIONS Bolted connections, used in seismic‑force‑resisting systems (SFRS) for which the seismic design loads are based on a ductility‑related force modification factor, R d, greater than 1.5, must satisfy Clause 27.1.6 of S16‑14 as well as other pertinent requirements that apply to bolted connections.. In accordance with Clause 27.1.6, these boltedconnections shall:
HOT-DIP GALVANIZED HOLLOW STRUCTURAL SECTIONS Hot-Dip Galvanized Hollow Structural Sections – Crack Prevention and Mechanical Behaviour. The application of hot-dip galvanized cold-formed Hollow Structural Sections (HSS) in exposed steel structures (e.g. bridges, transmission towers and sign supporting structures) is extremely popular due to their superior strength-to-weight ratio, low initial cost, sustainability andaesthetics.
ENGINEERS CORNER: TORSION DEFORMATION AND STRESS EQUATIONS Canada’s voice for the steel construction industry, providing leadership in sustainable design and construction, efficiency, qualityand innovation.
DUCTILE MOMENT CONNECTIONS The discussion herein concerns ductile moment connections only and therefore does not apply to connections used in moment-resisting frames in ‘conventional construction’. CONNECTIONS ARCHIVES The Solutions Centre provides SDS 2 - Bolt Groups Subjected to An Eccentric and Inclined Point Load as a convenient design aid for structural and connection design engineers in determining the resistance of bolt groups subjected to an eccentric and inclined pointload.
CANADIAN INSTITUTE OF STEEL CONSTRUCTION Canadian Institute of Steel Construction – CISC-ICCAHSS CORNER RADII
The tables of Properties and Dimensions in Part 6 of the Handbook provide values of the depth (d), width (b) and wall thickness (t) of square and rectangular hollow structural sections (HSS). COURSES MAIN LANDING PAGE Commit to your professional growth, manage your skill development and learn from the steel industry’s leading professionals with an applied curriculum that advances your career. CISC Courses offer a wide variety of online training courses & webinars for steel professionals, practising engineers and architects, that are looking to advance their careers. Through a ENHANCING THE DESIGN OF CONNECTIONS FOR FIRE RESILIENCY 2020 Aikaterini Genikomsou Queen’s UniversityJohn Gales University of Alberta York University Enhancing the Design of Connections for Fire Resiliency Within CSA S16 Annex K, there exists flexibility for a designer to consider more advanced computational practices. This includes methods that optimize the fire protection of a steel structure with robust ARTIFICIAL INTELLIGENCE APPLICATIONS FOR ADVANCING THE Artificial Intelligence Applications for Advancing the Canadian Steel Construction Industry. During the last 20 years, ground-breaking advancements in computer hardware, data science, and artificial intelligence technologies, such as artificial neural networks, genetic algorithms, machine learning, big data and data mining, and optimization algorithms have made possible huge advances for manyCISC COMPETITIONS
The Canadian National Steel Bridge Competition (CNSBC) is an annual competition that was created in partnership between CISC and the Canadian Society for Civil Engineering (CSCE) in response to a need within the industry to give students a domestic alternative to the AISC/ASCE National Student Steel Bridge Competition. CANADIAN NATIONAL STEEL BRIDGE COMPETITION C ivil Engineering students are challenged to an intercollegiate competition that supplements their education with a comprehensive, student-driven project experience from conception and design through fabrication, erection, and testing, culminating in a steel structure that meets client specifications and optimizes performance and economy.. The Canadian National Steel Bridge Competition CISC CERTIFICATION VS CSA A660 Canada’s voice for the steel construction industry, providing leadership in sustainable design and construction, efficiency, qualityand innovation.
- CODES & STANDARDS
QUESTION: (SUMMER2016) In National Building Code of Canada 2015, the period dependant Site Coefficient F(T), used for determination of seismic Design Spectral Accelerations, has replaced Site Coefficients Fa and Fv. CSA Standard S16-14, however, continues to reference Site Coefficients, Fa and Fv. Is S16-14 out of step with NBC 2015? ANSWER: CSA S16-14 is compatible with ENGINEERS CORNER: TORSION DEFORMATION AND STRESS EQUATIONS Canada’s voice for the steel construction industry, providing leadership in sustainable design and construction, efficiency, qualityand innovation.
MATCHING AND NON-MATCHING WELDING ELECTRODES Welded connections in structural applications are normally designed with matching electrodes, as listed in Table 4 of CSA Standard S16 forsteels produced to
SNUG-TIGHTENED HIGH-STRENGTH BOLT ASSEMBLIES Snug-tightness is the tightness that is attained with a few impacts of an impact wrench or the full effort of an ironworker using an ordinaryspud wrench to
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Canadian Institute of Steel ConstructionCISCWebAdmin 2020-03-24T12:24:38-04:00About the CISC
CANADA’S VOICE FOR THE STEEL CONSTRUCTION INDUSTRY Advocate, teacher, promoter. The Canadian Institute of Steel Construction (CISC) is Canada’s voice for the steel construction industry. The CISC promotes dialogue, collaboration and commerce between industry stakeholders – advancing the benefits of steel to the consulting community, builders and buyers, academia and government. The CISC represents a diverse community of steel manufacturers, fabricators and constructors, engineers and architects, owners and developers, and educators and students, offering a wide span of products and services to enhance capabilities and growbusinesses.
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The CISC Vision
Canada’s voice for the steel construction industry, providing leadership in sustainable design and construction, efficiency, qualityand innovation.
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The CISC Mission
The CISC promotes the use and benefits of steel in construction, adds value to the design and construction community and supports the needs of the membership and industry through technical expertise, knowledge transfer, research and development, industry codes and standards, certification, and advocacy. * Members and Associates* Courses
* Scholarships and Research Grants* Design Awards
* Certification
* Codes and Standards* Publications
* Communication
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EXPLORE CISC’S DESIGN MODULESCISCWebAdmin
2020-05-15T10:44:33-04:00May14th, 2020|
There's no time better than the present to invest inRead More
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CHOOSE EXCELLENCE. CHOOSE A CISC FABRICATORCISCWebAdmin
2020-05-15T10:44:24-04:00May14th, 2020|
A CISC Fabricator is a steel industry leader with theRead More
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CISC IS PLEASED TO OFFER THE WEBINAR PRESENTED IN FRENCH: COVID-19: NOW WHAT? MANAGING THIS RISK VIA CONTRACTCISCWebAdmin
2020-05-12T17:33:27-04:00May12th, 2020|
CISC is pleased to offer the webinar presented in French:Read More
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Featured Project
DEH CHO BRIDGE
The $200 million bridge is the first built over the Mackenzie River, Canada’s longest river, and is the largest bridge project undertaken in the Northwest Territories. The bridge provides year round service for cars and trucks along Highway 3, connecting Yellowknife in the Northwest Territories with Highway 1 in the South.Read More__
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MEMBERSHIP
Join the CISC and connect with a rich set of resources, tools and expertise designed to advance your business all while collaborating with top industry leaders.__
COURSES
CISC Courses offer a wide variety of self-paced and live online webinars for steel professionals, practising engineers and architects. Through a combination of training and assessments, CISC Courses are designed to provide the right competencies to develop advanced skills and knowledge in every steel profession.__
PUBLICATIONS
Steel publications & apps. CISC publishes leading publications on structural steel design. Know how to do more and get more returns with leading publications on steel design in construction, written and published by the CISC.__
CERTIFICATION
CISC quality certification programs offer owners, engineers, specifiers and construction teams the framework to partner with steel fabricators that have a demonstrated track record of consistently delivering the highest quality standards on their projects.__
ACCREDITATION
The CISC offers two accreditation programs that are unique to the steel construction industry. These accreditations distinguish an elite network of industry professionals who have reinforced their expertise in steel fabrication and installation.__
FOUNDATION
CISC uses scholarships, competitions, research funding, centres of excellence and educator support programs at Canadian schools of Engineering and Architecture to engage and help prepare the next generation of decision makers.Why Steel?
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HIGH PERFORMANCE
The versatility of steel gives architects and engineers the freedom to achieve their most ambitious visions, and provides contractors with a highly engineered, high-quality building material.__
LOWER COSTS
There is evidence in the field and through third party case studies and comparative cost studies that steel building systems offer significant cost benefits over competitive building materials when the total cost of construction is considered.__
MOST SUSTAINABLE
Steel’s inherent green attributes, performance features, and its cradle-to-cradle life cycle make it one of the most sustainable construction materials on the planet.__
UNPARALLELED SAFETY
Steel is a non-combustible material and consequently does not burn, provide an ignition source or add fuel load that would enable a fire to spread or grow into a catastrophic event.Testimonials
> The “CISC Steel Structures Certification” is a market > differentiator in a crowded field of competitors. The certification > provides our clients with the comfort of third party validation, > certifying that we are knowledgeable and experienced in the building > of structures and that we follow the relevant codes and standards in > the execution of our work. WALTER KOPPELAAR, CEO & CHAIRMAN, Walters Group Inc. > As a CISC certified bridge fabricator, it sets us apart as > specialists with the in-depth knowledge, experience and equipment > required to fabricate steel bridges to the relevant codes and > standards. Our customers are delighted the CISC has taken the lead > in creating a world-class certification programme specific to the > fabrication of steel bridges in Canada. It provides them the > confidence they demand that their bridges will be fabricated by > experts to the highest quality standards. PAUL KING, MS, P.ENG., VP ENGINEERING, Rapid-Span Group > I appreciate the effort that CISC takes to vet and certify high > quality Members. When we put out a tender to the market, we specify > the companies that are CISC certified when we can. It gives me peace > of mind knowing that when we entrust a project to a Quality > Certified CISC Member, we can expect a high level of consistency and > quality where safety is paramount. TERRY WILK, M.ENG., P.ENG., PRINCIPAL, Stantec Consulting Ltd.Upcoming Events
CISC MANITOBA/ NW ONTARIO CAREERS DAYMAY 1 - MAY 31
CISC MANITOBA/ NW ONTARIO 8TH ANNUAL BENEFIT GOLF SPECTACULARJULY 1 - JULY 31
41ST ANNUAL CISC ONTARIO GOLF DAYSEPTEMBER 9
CISC BC DESIGN AWARDSOCTOBER 20
__445 Apple Creek Blvd, Suite 102. Markham, ONCanada L3R 9X7
__info@cisc-icca.ca
__(905) 604 3231
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