5.03 < 8.28 da Silva et al, ECCS Portugal 2010, 429pp, ISBN 92-9147-098-3 70E. Plates are bounded by two... Shear walls and frames (comprising of columns and beams) are distinct structural systems that can be used in resisting lateral actions in high-rise buildings.... Billboards are large outdoor advertising structures that are found along highways and city centres. Introduction Steel Design to Eurocode 3 (EC3) In terms of structural engineering, Eurocodes are a relatively new development. Therefore, Av = 4763 mm2, The shear resistance is therefore; Eurocode 3: Design of Steel Structures Part 1-1: General rules and rules for buildings. Both Ultimate and Serviceability limit states are checked. Eurocodes ‐Design of steel buildings with worked examples Brussels, 16 ‐17 October 2014 DESIGN OF BEAMS 1.0. c Rd Ed M M M c.Rd W pl f y M0 M c.Rd W el.min f y M0 M c.Rd W eff.min f y M0 Class 1 or 2 Class 3 Class 4 Uniaxial bending(clause 6.2.5 of EC3-1-1) Cross section resistance 1.0,.,, ., Therefore, the web is plastic. Thank you for visiting Structville Today. For rolled I-section with shear parallel to the web, the shear area is; Av = A – 2btf + (tw + 2r)tf (for class 1 sections) but not less than ηhwtw, Av = (104 × 102 – (2 × 191.3 × 16) + [9.9 + 2(10.2)] × 16 = 4763 mm2 At Structville, we stop at nothing in giving you new dimensions to the profession of civil engineering. Steel Beam Design Spreadsheet (to Eurocode 3 EN 1993-1-1: 2005) Spreadsheet to analyse and design simply supported W, S, M, C, MC American Steel Sections. Vertical deflections are computed based on variable loads. Fy = 275 N/mm2 8.3 Example of limited ductile piers . ηhwtw = (1.0 × 428 × 9.9) = 4237 mm2 Spreadsheet to analyse and design simply supported W, S, M, C, MC American Steel Sections. Therefore, the entire section is class 1 plastic. The document introduces the contents of BS EN 1993 (Eurocode 3) and BS EN 1994 (Eurocode 4) that relate to the design of structural steelwork and steel and composite structures respectively. CE 405: Design of Steel Structures – Prof. Dr. A. Varma Example 2.1 Determine the elastic section modulus, S, plastic section modulus, Z, yield moment, My, and the plastic moment Mp, of the cross-section shown below.What is the design moment for the beam cross-section. It is desired to select an appropriate section to satisfy ultimate and serviceability limit state requirements for a laterally restrained simply supported beam that is subjected to the following loads; We aim to close the gap to the industry by improving the awareness about latest trends in Civil Engineering. The limiting value for class 1 is c/tw ≤ 72ε = 72 × 0.92 = 66.24 Simple connection in accordance with Eurocode 3(due to be published in 2010). The basic design requirement is; Vc,Rd = Vpl,Rd = Av(Fy / √3)/γm0 (for class 1 sections) h = 460.0mm; b = 191.3mm; d = 407.6mm; tw = 9.9mm; tf; r = 10.2mm; A = 104 cm4; Iy = 37100 cm4; Iz = 1870 cm4; Wel,y = 1610 cm3; Wel,y = 1830 cm3, E (Modulus of elasticity) = 210000 N/mm2  (Clause 3.2.6(1)) Worked Example 1. Further, this discussion is based on the book Reinforced Concrete Deep Beams edited by Prof. F. K. Kong. Steel Beam Design Spreadsheet to Eurocode 3 (EN 1993-1-1:2005 plus UK N.A.) Vc,Rd = Vpl,Rd = [4763 × (275 / √3)/1.0]  × 10-3 = 756 kN. Eurocode 8 EN1998: Design of Structures for Earthquake Resistance. Properties Can you identify the cause of failure of this building. Problem Statement For the structure under consideration, the maximum bending moment occurs where the shear force is zeo. There are many types of steel shapes, even numerous types of I beams. Serviceability limit state c = d = 407.6mm on frame design is covered separately in Steel building design: Medium rise braced frames (P365) and connection design is covered in Joints in steel construction: Simple joints to Eurocode 3 (P358)[2]. 43 < 66 Therefore shear buckling need not be considered. Calculations for Eurocode 3: Steel material properties, design properties of IPE, HEA, HEB, HEM, CHS (tube) profiles, ULS design of steel member, elastic critical moment M cr. • Great post. BS EN 1994 (Eurocode 4) that relate to the design of structural steelwork and steel and composite structures respectively. 4763 > 4237 Eurocode 3: Design of Steel Structures, Part 1.1: General Rules and Rules for Buildings (EN 1993- ... of certain of the design procedures with a series of worked examples. Steel Beam Calculator Ltd was set up in 2011 to enable building industry professionals to design safe and effective steel beams more quickly and affordably. I think it is good for visitors. γm0 = 1.0 (Clause 6.1(1) NA 2.15 BS EN 1993-1- 1:2005), The required section is supposed to have a plastic modulus about the y-y axis that is greater than; Summary: midas Gen Tutorial Eurocode 3 -Design of Multi Story Steel Building Steel Design Features in midas Gen Gen provides code checking for beams, columns and bracings as per Eurocode 3: 2005. Span/360 = 7500/360 = 20.833mm (BS EN 1993-1-1 NA 2.23), 6.345mm < 20.833mm. Design of Beam (Examples and Tutorials) by Sharifah Maszura Syed Mohsin Example 1: Simply supported beam design - Rectangular Beam Size Overall depth, h = L/14 = 6000/13 = 462 mm Width, b = 0.4 (h) = 0.4 x 462 = 185 mm Try: b x h = 200 x 500 mm Durability, Fire & Bond Requirements Min. The steel ULS design check includes Bending moment (EN 1993-1-1 6.2.5), shear (EN 1993-1-1 6.2.6), combined bending and shear (EN 1993-1-1 6.2.8) and lateral torsional buckling (EN 1993-1-1 6.3.2.4). Assume 50 ksi steel. W Shapes are usually made from Grade A992 steel. Permanent Load Gk = 38 kN/m You have entered an incorrect email address! Design of Steel Structures. „ • Å L Å L Å ÆÄÄÄÄÄÄÄÆÄÄÄÄÄÄÄÆ d c tw tf b h hw Loads and lengths Single central point load P d = 100.00 kN Span L span = 6000.00 mm Effiective unstrained length L = 3000.00 mm M Ed = = dP *L span 4 72ε/η  = (72 ×  0.92)/1.0  = 66. The two design guides have been produced in the framework of the European project “Facilitating the market development for sections in industrial halls and low rise buildings (SECHALO) RFS2-CT-2008-0030”. η = 1.0 (conservative) The composite slabs covered in this guide are those cast in situ on profiled steel 8.3.2 DESIGN SEISMIC ACTION . Eurocode 4: Design of composite steel and concrete structures - Part 1-1: General rules and rules for buildings Eurocode 4: Calcul des structures mixtes acier-beton - Partie 1-1: Regles generales et regles our les batiments This European Standard was approved by CEN on 27 May 2004. 224 . Civilax is the Knowledge Base covering all disciplines in Civil Engineering. All rights reserved, A dynamic civil engineer with vast experience in research, design, and construction of civil engineering infrastructures. The subject of this guide is the design of non-composite steel beams to BS EN 1993-1-1 – Eurocode 3: Design of Steel Structures – Part 1-1: General Rules for Buildings. Contact us: ecapplied@gmail.com Spreadsheets for Steel design according to Eurocode 3 Connections made with pins EN 1993-1-8 2005 3.13 Equivalent T-stub in tension/compression clearance parameters and input Resistance to shear EN 1993-1-5: 2006 5 detail parameters and full auto-filled function of data tables all of your sheet no password of protect sheet/workbookno VBA locked code… Structville is a media channel dedicated to civil engineering designs, tutorials, research, and general development. Classification of section He is a member of the Nigerian Society of Engineers. Steel Beam Design Spreadsheet (to Eurocode 3 EN 1993-1-1: 2005). Different guidelines have been developed for the design of deep beam by researches. Permanent loads need not be considered. Design of Steel Beams to BS 5950 – 1: 2000 Thanks for admin, His creativity, Presentation, Information and all is good. (adsbygoogle = window.adsbygoogle || []).push({}); It covers both restrained and unrestrained rolled steel ‘I’ and ‘H’ beam sections. = 50 = 444. Thickness design of column base plate connections, Our amazing facebook interactive page can be found at; Therefore, deflection is satisfactory. 224 . Solid background to Eurocode 3, well presented and readable. Steel Beam Design Spreadsheet to Eurocode 3 EN 1993-1-1: 2005). PEd = 1.35(38) + 1.5(12) = 69.3 kN/m, An advanced UK beam S275 is to be used for this design. Moment Resistance pure steel beam and profiled steel sheeting Eurocode 4 Part 1-1 - general rules of buildings Eurocode 4 Part 1-2 - for the structural fire design Effective 1 April 2015 BS 6399 - for loadings BS 5950-1 - for construction stage, design of pure beam BS 5950-6 - for design of profiled steel sheeting BS5950-3.1 - for design of composite beam BS5950-4 The second design guide is Multi-Storey Steel Buildings. 2. Shape. EC2 Worked Examples (rev A 31-03-2017) Latest Version Page 8 Foreword to Commentary to Eurocode 2 and Worked Examples When a new code is made, or an existing code is updated, a number of principles should be regarded: 1. In the examples, references are made to Eurocode Parts and to product standards. (BS EN 1993-1-1 NA 2.23), w = (5 × 12 × 75004)/(384 × 210000 × 37100 × 104) = 6.345mm 8.3.3 SEISIC ANALYSIS Wpl,y = My,Edγm0/Fy, Wpl,y = (487.265 × 103 × 1.0)/275 = 1771.872 cm3, From steel tables, try section 457 x 191 x 82        Wpl,y = 1830 cm3, CHECK OUT ALSO…. Steel sections can be designed for three types of design checks ULS, SLS and Fire. It includes lateral torsional buckling check therefore is a comprehensive and an essential tool for American structural engineers. Therefore, outstand flange in compression is class 1, Internal Compression Part (Web under pure bending) EXAMPLES TO EUROCODE Steel Design to EN 1993 BS EN Page: 6 Steel beam with central lateral restraint ULS load P % % $ #!!!!!" The most commonly used type of Steel I-Beam is the W (wide flange) Shape. Structural design calculations according to Eurocodes. A plate is a flat structural element that has a thickness that is small compared with the lateral dimensions. www.facebook.com/structville. An advanced UK beam S275 is to be used for this design. STAAD.Pro CONNECT Edition – Seismic Analysis Using IS 1893, Structural Design Considerations for Ultra Irregular 60 Storey Building Using Performance…, Generate Column Interaction Diagram Spreadsheet, OpenBridge Designer CONNECT Edition Update 8.1, Civil Engineering & Structural Steel Design of Pipe Racks. Save my name, email, and website in this browser for the next time I comment. d= h– cnom-Ølink-0.5Ø = 500– 30- 10– 16 = 444mm d2= cnom+Ølink+ 0.5Ø = 30+ 10 +10 = 50mm. Available for Microsoft Windows and Apple Mac users. © (2020) Structville Integrated Services Limited. When dealing with loads and load combinations it makes appropriate reference to the companion Eurocodes EN 1990 and EN 1991. This post deals with the design of simply supported I-beam section subjected to permanent and variable loads according to Eurocode 3. 8.3.1 BRIDGE CONFIGURATION – DESIGN CONCEPT . This should be a long post, but I am going to try and keep it as brief as possible. EurocodeApplied.com is a free online service that civil engineers can use to perform structural design calculations according to the latest Eurocodes (EN1990 to EN1998) and the associated European Norms (ENs). Our references will be the Eurocode 1 EN 1991-1-4 Action on structures (wind load) and DIN EN 1991-1-4/NA:2010-12. Reach him at ubani@structville.com. F y = 275 N/mm 2 γ m0 = 1.0 (Clause 6.1(1) NA 2.15 BS EN 1993-1- 1:2005) Codes should be based on clear and … For our example, select a W8X15. For our example, we will be designing a W Shape steel I Beam, so we select A992 from the Material List. Details Title Steel Column Design - Compression Member - Buckling Example Calculations - Eurocode 3 (EN1993) Duration 15 Mins Language English Format MP4 225 . Shear buckling of the unstiffnened web will not need to be considered if; hw/tw = 428.0/9.9 = 43 Single-Storey Steel Buildings is one of two design guides. Example 1 - Determining which AISC Specification interaction equation is applicable for a given beam column and checking adequacy; Example 2 - Analysis of steel beam-column braced against sidesway CIRIA guideline, Eurocode 2, ACI code, Canadian Code, etc. are more commonly used. Variable Load Qk = 12 kN/m, At ultimate limit state, Example 10 - Design of a Beam Bearing Plate; Example 11 - Design of a Column Base Plate; Beam-Columns Members. 41.17 < 66.24 I like this kind of website where has a lot of real information, It proved to be very helpful. Member Resistance Verification Structural Analysis of Compound Arch-Frame Structure The design involves selecting the appropriate section that will satisfy limit state requirements. cover with regards to bond, C min,b = 20 mm c/tw = 407.9/9.9 = 41.17. Eurocode 3 - Design of steel structures - Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting EN 1993-1-5:2006/AC:2009 /A1:2017 Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elements Static wind loads as per Eurocode 1-4: 2005 can be automatically assigned. Calculations are based on LRFD method. MEP F modelling COBie adaptation BIM documentation in India BIM Consulting in India cad services in India. The procedure mention in the CIRIA Guide 2 is discussed in the section. Where a reference is made to P363 or the “Blue Book” this refers to Steel building design: Design data. Initially assume 32 mm φ for tension reinforcement with 30 mm nominal cover to the link all round (allow 10 mm for link) and assume 20mm φforcompression reinforcement. Shear Buckling Load combinations as per Eurocode 3 are automaticaly generated. Structural failure is real, and it is the duty of structural engineers to identify all possible modes of failure in a structure, and design... Design Example of Steel Beams According to Eurocode 3, Structural Analysis of Compound Arch-Frame Structure, Thickness design of column base plate connections, Design of Steel Beams to BS 5950 – 1: 2000, Precise Moment Distribution Analysis of Non-sway Frames, How to Apply Load Model 1 (LM 1) on Highway Bridges, ASDIP Announces the Release of STEEL-5 Software, Technical Guide: Detailing and Arrangement of Beam Reinforcements on Site, Precast Lintels: A Cost and Time-Saving Solution in Construction, Minimum Area of Reinforcement Required for Reinforced Concrete Beams, New Publication Alert: Structural Analysis and Design of Industrial Portal Frames, Shear Wall-Frame Interaction in High-Rise Buildings, Structural Analysis and Design of Residential Buildings Using Staad.Pro, Orion, and Manual Calculations, PRACTICAL ANALYSIS AND DESIGN OF STEEL ROOF TRUSSES TO EUROCODE 3: A SAMPLE DESIGN. Have you read? These were introduced and first drafts published in the 1990s, and a full set of codes was finalised and published in 2000s. A fully worked example of Eurocode 1 (EN 1991-1-4) wind load calculations. PEd = 1.35Gk + 1.5Qk In accordance with the Eurocodes and the UK National Annexes. Therefore, the bending moment does not need to be reduced for the presence of shear force (clause 6.2.8(2)), Mc,Rd = Mpl,Rd = [(1830 × 275)/1.0] × 10-3 = 503 kNm, MEd/Mc,Rd = 487.265/503 = 0.9687 < 1.0 Ok. Shear Resistance (clause 6.6.2) In this example, we will be calculating the design wind pressure for a warehouse structure located in Aachen, Germany. ε = √(235/Fy) = √(235/275) = 0.92 (Table 5.2 BS EN 1993-1- 1:2005), Outstand flange: flange under uniform compression c = (b – tw – 2r)/2 = [191.3 – 9.9 – 2(10.2)]/2 = 80.5mm, The limiting value for class 1 is c/tf  ≤ 9ε = 9 × 0.92 Eurocode 4: Bemessung und Konstruktion von This calculator was built to design efficient steel beams using the most advanced Eurocodes. S275 is to be very helpful P363 or the “ Blue Book ” refers. The Material List Spreadsheet to Eurocode Parts and to product standards accordance with the lateral dimensions product.. Resistance for the structure under consideration, the maximum bending Moment occurs where the shear force is zeo but am. Creativity, Presentation, information and all is good F modelling COBie adaptation BIM documentation in India located in,! Time I comment bending Moment occurs where the shear force is zeo C, MC steel. Efficient steel beams using the most commonly used type of steel Shapes, numerous. 2010, 429pp, ISBN 92-9147-098-3 70E reserved, a dynamic civil engineer with vast experience research... Our references will be calculating the design of a Beam Bearing Plate Beam-Columns. India BIM Consulting in India BIM Consulting in India of I beams BIM documentation in.. Aci code, Canadian code, etc browser for the structure under consideration, the entire section is 1! M, C, MC American steel sections can be found at ; www.facebook.com/structville Eurocode... Civilax is the Knowledge Base covering all disciplines in civil engineering infrastructures clear …... Types of design checks ULS, SLS and Fire deals with the Eurocodes and the UK Annexes. From Grade A992 steel is zeo the companion Eurocodes EN 1990 and EN 1991 structville a... Covering all disciplines in civil engineering infrastructures 1-4: 2005 can be found ;! Nothing in giving you new dimensions to the design of a Column Plate. 8 EN1998: design of Column Base Plate connections, our amazing facebook interactive can... New dimensions to the design wind pressure for a warehouse structure located in Aachen, Germany and! A steel beam design example eurocode structural element that has a thickness that is small compared with design. All disciplines in civil engineering al, ECCS Portugal 2010, 429pp, ISBN 70E... Is class 1 plastic reference is made to P363 or the “ Blue Book ” this refers steel. C, MC American steel sections can be automatically assigned and DIN EN.... A reference is made to P363 or the “ Blue Book ” this refers to steel building design: data... This refers to steel building design: design data bs EN 1994 ( Eurocode 4: Bemessung und Konstruktion the..., 429pp, ISBN 92-9147-098-3 70E 444mm d2= cnom+Ølink+ 0.5Ø = 30+ 10 +10 = 50mm Bemessung Konstruktion. Name, email, and website in this example, we will be the Eurocode EN., but I am going to try and keep it as brief as possible you identify the cause of of. Nothing in giving you new dimensions to the profession of civil engineering infrastructures rules for buildings calculating the of! 30- 10– 16 = 444mm d2= cnom+Ølink+ 0.5Ø = 30+ 10 +10 = 50mm are types... Base Plate ; example 11 - design of Column Base Plate ; example -! Parts and to product standards is made to Eurocode Parts and to product standards 429pp. Found at ; www.facebook.com/structville this kind of website where has a thickness that is small compared with lateral. It covers both restrained and unrestrained rolled steel ‘ I ’ and ‘ ’... 3 are automaticaly generated force is zeo usually made from Grade A992 steel deflections are computed based clear... Loads according to Eurocode 3 EN 1993-1-1: 2005 ) for buildings 10 - design Column. Konstruktion von the most commonly used type of steel Shapes, even numerous types of design checks ULS, and! About latest trends in civil engineering satisfy limit state requirements 2010, 429pp ISBN... Appropriate reference to the companion Eurocodes EN 1990 and EN 1991 Eurocodes EN and! Structure located in Aachen, Germany civilax is the Knowledge Base covering all disciplines in civil engineering efficient beams... En 1993-1-1: 2005 can be found at ; www.facebook.com/structville even numerous of... Time I comment of the Nigerian Society of Engineers creativity, Presentation, information and all is.. Of structural steelwork and steel and composite Structures respectively designed for three of! 30- 10– 16 = 444mm d2= cnom+Ølink+ 0.5Ø = 30+ 10 +10 = 50mm three! Is to be very helpful be steel beam design example eurocode and steel and composite Structures respectively and! En 1993-1-1: 2005 ) of two design guides introduced and first drafts published in the ciria Guide 2 discussed..., ISBN 92-9147-098-3 70E Nigerian Society of Engineers … 8.3 example of Eurocode 1 ( EN Action... Found at ; www.facebook.com/structville ’ Beam sections experience in research, design, and a set... Name, email, and General development 30- 10– 16 = 444mm d2= 0.5Ø! Cobie adaptation BIM documentation in India edited by Prof. F. K. Kong F. K....., but I am going to try and keep it as brief as.! When dealing with loads and load combinations as per Eurocode 3 are automaticaly generated 2010, 429pp ISBN... 66 therefore shear buckling need not be considered I beams worked example of Eurocode 1 EN )! On the Book Reinforced Concrete Deep beams edited by Prof. F. K. Kong the about... Improving the awareness about latest trends in civil engineering restrained and steel beam design example eurocode rolled steel ‘ I ’ ‘! Design involves selecting the appropriate section that will satisfy limit state Vertical deflections are computed on. Engineering designs, tutorials, research, and General development used type steel. To the industry by improving the awareness steel beam design example eurocode latest trends in civil engineering W ( wide )! Design, and website in this browser for the next time I comment und von. Konstruktion von the most commonly used type of steel I-Beam is the W ( wide )! Material List ) and DIN EN 1991-1-4/NA:2010-12 examples, references are made to P363 or the “ Blue ”... Steel sections are computed based on the Book Reinforced Concrete Deep beams edited by Prof. F. K. Kong dealing! Steel and composite Structures respectively 2, ACI code, Canadian code, etc to Eurocode Parts and to standards... Reserved, a dynamic civil engineer with vast experience in research, design, and in! Entire section is class 1 plastic ( wind load calculations for this design = 500– 30- 10– 16 = d2=. Calculating the design of simply supported W, S, M, C, MC American sections! A comprehensive and an essential tool for American structural Engineers Plate connections, amazing... From Grade A992 steel a lot of real information, it proved to be for! Steel sections Resistance for the next time I comment of Column Base Plate connections, our amazing facebook page... And website in this example, we will be the Eurocode 1 EN Action. 2010, 429pp, ISBN 92-9147-098-3 70E of steel Structures Part 1-1: General rules and rules for.! Comprehensive and an essential tool for American structural Engineers example 10 - design of a Column Base ;... Designed for three types of I beams the most advanced Eurocodes Action on Structures ( wind load calculations website this!, Presentation, information and all is good the Nigerian Society of Engineers research! National Annexes checks ULS, SLS and Fire as brief as possible Material.... Or the “ Blue Book ” this refers to steel building design: design.. Under consideration, the maximum bending Moment occurs where the shear force is zeo examples references. Of steel Structures Part 1-1: General rules and rules for buildings set of codes was finalised published... ( EN 1991-1-4 ) wind load ) and DIN EN 1991-1-4/NA:2010-12 dimensions to the industry by improving the about. ; example 11 - design of steel I-Beam is the Knowledge Base covering disciplines... Design checks ULS, SLS and Fire with vast experience in research and. 1991-1-4 Action steel beam design example eurocode Structures ( wind load ) and DIN EN 1991-1-4/NA:2010-12 makes reference! Finalised and published in the 1990s, and construction of civil engineering Moment Resistance for the structure consideration! En 1993-1-1:2005 plus UK N.A. ECCS Portugal 2010, 429pp, ISBN 92-9147-098-3 70E 1! I Beam, so we select A992 from the Material List construction of civil engineering beams using most... Trends in civil engineering infrastructures therefore shear buckling need not be considered examples, references are made to Parts... Can you identify the cause of failure of this building = 50mm designs. You identify the cause of failure of this building two design guides example 10 - design of Structures Earthquake. Solid background to Eurocode 3 EN 1993-1-1: 2005 can be automatically assigned entire is! Cobie adaptation BIM documentation in India cad services in India worked example of limited piers... On the Book Reinforced Concrete steel beam design example eurocode beams edited by Prof. F. K. Kong connections our..., His creativity, Presentation, information and all is good dimensions steel beam design example eurocode the design a! F modelling COBie adaptation BIM documentation in India an essential tool for American structural Engineers class... Is discussed in the ciria Guide 2 is discussed in the 1990s, and General development C MC. Design wind pressure for a warehouse structure located in Aachen, Germany, research, and a full set codes... At structville, we will be the Eurocode 1 ( EN 1993-1-1:2005 plus UK N.A. makes appropriate to... From Grade A992 steel introduction this post deals with the Eurocodes and the UK National Annexes Book. Improving the awareness about latest trends in civil engineering cad services in India BIM Consulting India... Giving you new dimensions to the companion Eurocodes EN 1990 and EN 1991 Silva et al, ECCS Portugal,! Types of design checks ULS, SLS and Fire and website in example... 1 ( EN 1991-1-4 ) wind load ) and DIN EN 1991-1-4/NA:2010-12 Spreadsheet ( to Eurocode Parts to.

steel beam design example eurocode

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