�9��xaΡ���Ͳ�1ޤI�b��%p�( Z�g�(�Qg1���2"el)’]sNb�ŵ�a�=�mmAn�Z�ί�Shi�~g.kWc;v. The maximum thickness adopted for built-up sections was also increased from 44 to 45 millimeters. . . 20.6-22 Steel … I. coils sheets.0millimeter. Main Member Design 13 2. Phone: (65) 68620033 Facs: (65) 68616448/68624006. . The thickness of steel sheets for light gage sectiorrs have heen modified. The major revisions include the following: 1. . Is the depth of rolled sections.0 milfimoters.0 mlllit: \tw. . "iij . . . . . . Academia.edu is a platform for academics to share research papers. and the availabiiity and limitations of the equipment required in tha fabrication of these shapes and sections. The overail depths of BH sections sdopred from 200 to 700 millimeters compared to the prevlous 195 ro 425 millimeters.$ectionproperties has been added. . in ibslft. . or strips with thicknessless than or eq nl to 6. in mm. THE BRITISH CONSTRUCTIONAL STEELWORK ASSOICIATION LIMITED. Shapes Metal Decks Each o f these parts presents a series of tables of computed and/or compiled data. #s the depth of the section. . First text page_Layout 1 04/10/2013 14:26 Page 1. . , . Secondary Member Design 17 3. . I 1 I . . 8-7 t o 8-26 PART 9 Miscetlaneous Tahtes and Data . . 1222 0 obj <>stream 2-1to 2-20 . 0 . . . . . . INTRODUCTION TO STEEL DESIGN AND CONSTRUCTION 8 II. . . . �bkx���9N0���|s���U���/�x���Bv�΂Xg' ��W400�w ��. . . . . Engineering Calculations 22 B. March 29, 2018 | Author: Mark Arboleda Gumamela | . Detailing & Shop Drawings David Busarello, Bridgeton Drafting Company, LLC Franklinville, NJ MetalFab 2017 San Antonio. . . the tabulated section properties are in SI units. . . are prod^ ad from coifs. h�bbd``b`:$�@D�`�@� �I�$b�o��Y�,Fb��� �� . . shorter side of tubular sections. The Steel Detailers' Manual provides an introduction and guide to this essential skill for those in the constructional steelwork industry. . . . HANDBOOK OF STRUCTURAL STEELWORK EUROCODE EDITION. . . . . . . . These data consist of sectional dimensions and properties chosen and arranged to enable rapid and convenient selection o f structilral steel members. I -. in mm. These sections are timited therefore by the availability of these fkt products. This @EP Steel Handbookis intended primarily to serve as a guide En the se1ec.tict1and use of locatiy available structurat steel products. Steelwork detailing plays a pivotal role in the successful creation of any steel structure. . . HANDBOOK OF STRUCTURAL STEELWORK. . . . shorter leg of angles. . mex mtn mm WIPa N Be psi rad sq.m. . .. . . . . . . is tho naminat weight per unit Ienipth of rolled sections. 93h edition. . Click on a date/time to view the file as it appeared at that time. . . . . Metal decks are cold-formed light gage shapes and norn~affyvary with the manufacturer. Cold-fot . . is the nominal weight p w unit. Advanced Bill of Material 24 2. HANDBOOK OF STRUCTURAL STEELWORK. .. . Heavy Column I BWT H x W 1 BC H x B x t Wide Flange-Tee Channel I Stiffened Cee [ LC HxBxCxt Stiffened Zee I LZ HxBxCxt LR HxBxt Rectangular Tube ---.Extra Strona - Pipe Double-Extra ASEP Ste . . . . 6-1 to 6-48 . h�b```f`` . . . . Connection Design 18 4. . Category: ANDBOOKAssaciation of Struct gheers of the Philippines, Inc. Unit T-10, New Manila Condominium 21 N. Domingo St.. Quezon City Steel Flat Products 6-47 Table 6-49: Tolerance on Width and Length I Unit:mm 7 I I Division I I Width I I Length 1 --- \ I I I Tolerance +10 0 I I I I t15 0 Mote: The actual length of coils must not be less than the nominal length. . . . &GI. This adaptation eliminates thickness w i t h fractions o f millimeters. . . . ASEP Steel tianrievok . . . ASEP Steel wandbook -27. . The rolled shapes and sections has considerably been expanded with the adoption of sections from the AtSC Manual of Steel Consttuction. . . %%EOF 1212 0 obj <>/Filter/FlateDecode/ID[<0F1C982EAC088A4CAF291A4408988021>]/Index[1201 22]/Info 1200 0 R/Length 65/Prev 99670/Root 1202 0 R/Size 1223/Type/XRef/W[1 2 1]>>stream . . . . . . . The purpose of this handbook is to provide sufficient information for a trainee structural steel detailer to learn the fundamentals of how to detail most members and connections in a simple steel-framed building. The third edition has been revised to take account of some aspects of Eurocode 3 on structural steel work. Handbook . endstream endobj startxref . . . ila kefm klJ m . . Shapes may also be cold-formed by passing the Rat steel products in roils the desired shape is attained. . .......... . . I I 1 I I J FOREWORD PART 1 . or strips. . These products are divided into five classes based o n tho method of,manufact~lrr: and/or maximum thickness of the section, The first five parts of this handhook corresponrt t o t!lesct classes as follows: Part 1 Part 2 Part 3 Part 4 Part 5 Built-Up Shapes Cold-Formed Plate Shapes Cold-Formed Light Gagc Shapes Rol!ec! . . . . Each of the five design exampies include detaiiod discussions and references to the differen1 parts of this handbooit a s wall as if)@ NSCP. . is presented in a seaerated Part 8 af this handbook. There are t w o generai methods af producing structural shapes from flat m e t products. . Although the standard AtSC designations were adopted. . . Design examples has bean added in the new Part 7 of the handbook. . . The discussion on welded ]oints. ASEP Steel Handbook I .5% 0 +0.$-I- 1 -----+10 I 0 I I +15 I I 0 I I 1 I r u r k : Toler*nca 8 doas not apply t o thickneas of 220 m.5% 0 .Steel F l a t Products 6-21 I I Length I 1 I I I I Thickness -----+ i-i 26300 uni t: mm Tolerance on Length Table 6-14: I 1 I I <6 26 I I I I I Tolerance ---I I +0. Lifelong Education Is Formal Or Informal, Little Foodie Recipes, Souter Homes For Sale In Hants, 4933 Central Ave, Charlotte, Nc 28205, Monkey Logo Design, Samsung Galaxy M21 Review Singapore, The Ordinary Regimen Reddit, Epiphone Dove Pro Review, Sardar Vallabhbhai National Institute Of Technology Tender, History Of Anchovies On Pizza, Hanging Bird Feeders, Act Restoring Mouthwash Reviews, Death And Dying Articles 2020, Ube Polvoron Recipe, " /> �9��xaΡ���Ͳ�1ޤI�b��%p�( Z�g�(�Qg1���2"el)’]sNb�ŵ�a�=�mmAn�Z�ί�Shi�~g.kWc;v. The maximum thickness adopted for built-up sections was also increased from 44 to 45 millimeters. . . 20.6-22 Steel … I. coils sheets.0millimeter. Main Member Design 13 2. Phone: (65) 68620033 Facs: (65) 68616448/68624006. . The thickness of steel sheets for light gage sectiorrs have heen modified. The major revisions include the following: 1. . Is the depth of rolled sections.0 milfimoters.0 mlllit: \tw. . "iij . . . . . . Academia.edu is a platform for academics to share research papers. and the availabiiity and limitations of the equipment required in tha fabrication of these shapes and sections. The overail depths of BH sections sdopred from 200 to 700 millimeters compared to the prevlous 195 ro 425 millimeters.$ectionproperties has been added. . in ibslft. . or strips with thicknessless than or eq nl to 6. in mm. THE BRITISH CONSTRUCTIONAL STEELWORK ASSOICIATION LIMITED. Shapes Metal Decks Each o f these parts presents a series of tables of computed and/or compiled data. #s the depth of the section. . First text page_Layout 1 04/10/2013 14:26 Page 1. . , . Secondary Member Design 17 3. . I 1 I . . 8-7 t o 8-26 PART 9 Miscetlaneous Tahtes and Data . . 1222 0 obj <>stream 2-1to 2-20 . 0 . . . . . . INTRODUCTION TO STEEL DESIGN AND CONSTRUCTION 8 II. . . . �bkx���9N0���|s���U���/�x���Bv�΂Xg' ��W400�w ��. . . . . Engineering Calculations 22 B. March 29, 2018 | Author: Mark Arboleda Gumamela | . Detailing & Shop Drawings David Busarello, Bridgeton Drafting Company, LLC Franklinville, NJ MetalFab 2017 San Antonio. . . the tabulated section properties are in SI units. . . are prod^ ad from coifs. h�bbd``b`:$�@D�`�@� �I�$b�o��Y�,Fb��� �� . . shorter side of tubular sections. The Steel Detailers' Manual provides an introduction and guide to this essential skill for those in the constructional steelwork industry. . . . HANDBOOK OF STRUCTURAL STEELWORK EUROCODE EDITION. . . . . . . . These data consist of sectional dimensions and properties chosen and arranged to enable rapid and convenient selection o f structilral steel members. I -. in mm. These sections are timited therefore by the availability of these fkt products. This @EP Steel Handbookis intended primarily to serve as a guide En the se1ec.tict1and use of locatiy available structurat steel products. Steelwork detailing plays a pivotal role in the successful creation of any steel structure. . . HANDBOOK OF STRUCTURAL STEELWORK. . . . shorter leg of angles. . mex mtn mm WIPa N Be psi rad sq.m. . .. . . . . . . is tho naminat weight per unit Ienipth of rolled sections. 93h edition. . Click on a date/time to view the file as it appeared at that time. . . . . Metal decks are cold-formed light gage shapes and norn~affyvary with the manufacturer. Cold-fot . . is the nominal weight p w unit. Advanced Bill of Material 24 2. HANDBOOK OF STRUCTURAL STEELWORK. .. . Heavy Column I BWT H x W 1 BC H x B x t Wide Flange-Tee Channel I Stiffened Cee [ LC HxBxCxt Stiffened Zee I LZ HxBxCxt LR HxBxt Rectangular Tube ---.Extra Strona - Pipe Double-Extra ASEP Ste . . . . 6-1 to 6-48 . h�b```f`` . . . . Connection Design 18 4. . Category: ANDBOOKAssaciation of Struct gheers of the Philippines, Inc. Unit T-10, New Manila Condominium 21 N. Domingo St.. Quezon City Steel Flat Products 6-47 Table 6-49: Tolerance on Width and Length I Unit:mm 7 I I Division I I Width I I Length 1 --- \ I I I Tolerance +10 0 I I I I t15 0 Mote: The actual length of coils must not be less than the nominal length. . . . &GI. This adaptation eliminates thickness w i t h fractions o f millimeters. . . . ASEP Steel tianrievok . . . ASEP Steel wandbook -27. . The rolled shapes and sections has considerably been expanded with the adoption of sections from the AtSC Manual of Steel Consttuction. . . %%EOF 1212 0 obj <>/Filter/FlateDecode/ID[<0F1C982EAC088A4CAF291A4408988021>]/Index[1201 22]/Info 1200 0 R/Length 65/Prev 99670/Root 1202 0 R/Size 1223/Type/XRef/W[1 2 1]>>stream . . . . . . . The purpose of this handbook is to provide sufficient information for a trainee structural steel detailer to learn the fundamentals of how to detail most members and connections in a simple steel-framed building. The third edition has been revised to take account of some aspects of Eurocode 3 on structural steel work. Handbook . endstream endobj startxref . . . ila kefm klJ m . . Shapes may also be cold-formed by passing the Rat steel products in roils the desired shape is attained. . .......... . . I I 1 I I J FOREWORD PART 1 . or strips. . These products are divided into five classes based o n tho method of,manufact~lrr: and/or maximum thickness of the section, The first five parts of this handhook corresponrt t o t!lesct classes as follows: Part 1 Part 2 Part 3 Part 4 Part 5 Built-Up Shapes Cold-Formed Plate Shapes Cold-Formed Light Gagc Shapes Rol!ec! . . . . Each of the five design exampies include detaiiod discussions and references to the differen1 parts of this handbooit a s wall as if)@ NSCP. . is presented in a seaerated Part 8 af this handbook. There are t w o generai methods af producing structural shapes from flat m e t products. . Although the standard AtSC designations were adopted. . . Design examples has bean added in the new Part 7 of the handbook. . . The discussion on welded ]oints. ASEP Steel Handbook I .5% 0 +0.$-I- 1 -----+10 I 0 I I +15 I I 0 I I 1 I r u r k : Toler*nca 8 doas not apply t o thickneas of 220 m.5% 0 .Steel F l a t Products 6-21 I I Length I 1 I I I I Thickness -----+ i-i 26300 uni t: mm Tolerance on Length Table 6-14: I 1 I I <6 26 I I I I I Tolerance ---I I +0. Lifelong Education Is Formal Or Informal, Little Foodie Recipes, Souter Homes For Sale In Hants, 4933 Central Ave, Charlotte, Nc 28205, Monkey Logo Design, Samsung Galaxy M21 Review Singapore, The Ordinary Regimen Reddit, Epiphone Dove Pro Review, Sardar Vallabhbhai National Institute Of Technology Tender, History Of Anchovies On Pizza, Hanging Bird Feeders, Act Restoring Mouthwash Reviews, Death And Dying Articles 2020, Ube Polvoron Recipe, " /> �9��xaΡ���Ͳ�1ޤI�b��%p�( Z�g�(�Qg1���2"el)’]sNb�ŵ�a�=�mmAn�Z�ί�Shi�~g.kWc;v. The maximum thickness adopted for built-up sections was also increased from 44 to 45 millimeters. . . 20.6-22 Steel … I. coils sheets.0millimeter. Main Member Design 13 2. Phone: (65) 68620033 Facs: (65) 68616448/68624006. . The thickness of steel sheets for light gage sectiorrs have heen modified. The major revisions include the following: 1. . Is the depth of rolled sections.0 milfimoters.0 mlllit: \tw. . "iij . . . . . . Academia.edu is a platform for academics to share research papers. and the availabiiity and limitations of the equipment required in tha fabrication of these shapes and sections. The overail depths of BH sections sdopred from 200 to 700 millimeters compared to the prevlous 195 ro 425 millimeters.$ectionproperties has been added. . in ibslft. . or strips with thicknessless than or eq nl to 6. in mm. THE BRITISH CONSTRUCTIONAL STEELWORK ASSOICIATION LIMITED. Shapes Metal Decks Each o f these parts presents a series of tables of computed and/or compiled data. #s the depth of the section. . First text page_Layout 1 04/10/2013 14:26 Page 1. . , . Secondary Member Design 17 3. . I 1 I . . 8-7 t o 8-26 PART 9 Miscetlaneous Tahtes and Data . . 1222 0 obj <>stream 2-1to 2-20 . 0 . . . . . . INTRODUCTION TO STEEL DESIGN AND CONSTRUCTION 8 II. . . . �bkx���9N0���|s���U���/�x���Bv�΂Xg' ��W400�w ��. . . . . Engineering Calculations 22 B. March 29, 2018 | Author: Mark Arboleda Gumamela | . Detailing & Shop Drawings David Busarello, Bridgeton Drafting Company, LLC Franklinville, NJ MetalFab 2017 San Antonio. . . the tabulated section properties are in SI units. . . are prod^ ad from coifs. h�bbd``b`:$�@D�`�@� �I�$b�o��Y�,Fb��� �� . . shorter side of tubular sections. The Steel Detailers' Manual provides an introduction and guide to this essential skill for those in the constructional steelwork industry. . . . HANDBOOK OF STRUCTURAL STEELWORK EUROCODE EDITION. . . . . . . . These data consist of sectional dimensions and properties chosen and arranged to enable rapid and convenient selection o f structilral steel members. I -. in mm. These sections are timited therefore by the availability of these fkt products. This @EP Steel Handbookis intended primarily to serve as a guide En the se1ec.tict1and use of locatiy available structurat steel products. Steelwork detailing plays a pivotal role in the successful creation of any steel structure. . . HANDBOOK OF STRUCTURAL STEELWORK. . . . shorter leg of angles. . mex mtn mm WIPa N Be psi rad sq.m. . .. . . . . . . is tho naminat weight per unit Ienipth of rolled sections. 93h edition. . Click on a date/time to view the file as it appeared at that time. . . . . Metal decks are cold-formed light gage shapes and norn~affyvary with the manufacturer. Cold-fot . . is the nominal weight p w unit. Advanced Bill of Material 24 2. HANDBOOK OF STRUCTURAL STEELWORK. .. . Heavy Column I BWT H x W 1 BC H x B x t Wide Flange-Tee Channel I Stiffened Cee [ LC HxBxCxt Stiffened Zee I LZ HxBxCxt LR HxBxt Rectangular Tube ---.Extra Strona - Pipe Double-Extra ASEP Ste . . . . 6-1 to 6-48 . h�b```f`` . . . . Connection Design 18 4. . Category: ANDBOOKAssaciation of Struct gheers of the Philippines, Inc. Unit T-10, New Manila Condominium 21 N. Domingo St.. Quezon City Steel Flat Products 6-47 Table 6-49: Tolerance on Width and Length I Unit:mm 7 I I Division I I Width I I Length 1 --- \ I I I Tolerance +10 0 I I I I t15 0 Mote: The actual length of coils must not be less than the nominal length. . . . &GI. This adaptation eliminates thickness w i t h fractions o f millimeters. . . . ASEP Steel tianrievok . . . ASEP Steel wandbook -27. . The rolled shapes and sections has considerably been expanded with the adoption of sections from the AtSC Manual of Steel Consttuction. . . %%EOF 1212 0 obj <>/Filter/FlateDecode/ID[<0F1C982EAC088A4CAF291A4408988021>]/Index[1201 22]/Info 1200 0 R/Length 65/Prev 99670/Root 1202 0 R/Size 1223/Type/XRef/W[1 2 1]>>stream . . . . . . . The purpose of this handbook is to provide sufficient information for a trainee structural steel detailer to learn the fundamentals of how to detail most members and connections in a simple steel-framed building. The third edition has been revised to take account of some aspects of Eurocode 3 on structural steel work. Handbook . endstream endobj startxref . . . ila kefm klJ m . . Shapes may also be cold-formed by passing the Rat steel products in roils the desired shape is attained. . .......... . . I I 1 I I J FOREWORD PART 1 . or strips. . These products are divided into five classes based o n tho method of,manufact~lrr: and/or maximum thickness of the section, The first five parts of this handhook corresponrt t o t!lesct classes as follows: Part 1 Part 2 Part 3 Part 4 Part 5 Built-Up Shapes Cold-Formed Plate Shapes Cold-Formed Light Gagc Shapes Rol!ec! . . . . Each of the five design exampies include detaiiod discussions and references to the differen1 parts of this handbooit a s wall as if)@ NSCP. . is presented in a seaerated Part 8 af this handbook. There are t w o generai methods af producing structural shapes from flat m e t products. . Although the standard AtSC designations were adopted. . . Design examples has bean added in the new Part 7 of the handbook. . . The discussion on welded ]oints. ASEP Steel Handbook I .5% 0 +0.$-I- 1 -----+10 I 0 I I +15 I I 0 I I 1 I r u r k : Toler*nca 8 doas not apply t o thickneas of 220 m.5% 0 .Steel F l a t Products 6-21 I I Length I 1 I I I I Thickness -----+ i-i 26300 uni t: mm Tolerance on Length Table 6-14: I 1 I I <6 26 I I I I I Tolerance ---I I +0. Lifelong Education Is Formal Or Informal, Little Foodie Recipes, Souter Homes For Sale In Hants, 4933 Central Ave, Charlotte, Nc 28205, Monkey Logo Design, Samsung Galaxy M21 Review Singapore, The Ordinary Regimen Reddit, Epiphone Dove Pro Review, Sardar Vallabhbhai National Institute Of Technology Tender, History Of Anchovies On Pizza, Hanging Bird Feeders, Act Restoring Mouthwash Reviews, Death And Dying Articles 2020, Ube Polvoron Recipe, " />

steel detailing handbook pdf

�g`XHs� X�;P��^q+E����Z@u?�/�DD;�2��U�10�/�~/�NSa`l�Ҍ@� � ��,, . , 7- 1 to 7-42 . these shapes are divided into two classes ckybtrnding on the thickness of the base metal used. . in mm. . . This compares witit the thicl~ness used in the first edition which range from 1.2 t o 4.7 miili~neiers w i t h varying incren~entso f 0.2 or 0.3 miliirnetcr ~WT. . sheets.in kgtm. . For consistency with common practice. . . , , . . THE STEEL PROCESS – FROM DESIGN THROUGH ERECTION 10 A. . .. 1-52 . or by press brake bending. 9-3 to 3.430 el0 cm am* sxct. . . . The discussion on steel frat products.8 - . . . 2. . . %PDF-1.6 %���� . . . ASEP Steel Handbook xii - . The adopted thickness range f r o m 2.0 to 6.0 millimeters in increments of 0.5 millimetix. 5-1 to 5-22 . . Our Lady of Fatima Shrine Malvern, PA. . The handbook limited the shapes to those shapes tocally available. . and the other is by cold-formine plates. . Northeast Library Washington DC. . is the base metal thickneaur of the section.ad piate shapes are produced from plates with thickness greatef than ar equal $6. has been considerably expanded to include excerpts from standard specifications. . . . . CONTINENTAL STEEL PTE LTD 100 Gul Circle, Singapore 629586. . . . . . Website: www.consteel.com.sg PRODUCTS HANDBOOK Structural Steel steel detailers handbook v second edition 12.4 Example of detailing of floor bracing 12-6 12.5 Additional considerations 12-8 12.5.1 Column bracing 12-8 12.5.2 Bracing setting out points12-8 12.5.3 ‘Draw’ in bracing lengths (only add where specified in inches. . . Purpose of Class ... • One place to address all issues before steel is in your shop. . . 4 - 1 to 4-80 . . . . . . . Coyote Steel & Co. 2030 Cross Street Eugene, Oregon 97402 USA No. . . . . 1-1 to . -- - Shape Designation 1 Wide-Flange BW H x W BH H x W I / .Foreword CU\SSIFICATION AND DESIGNATIONS The folfowing classifications and designations are used for the different structural shapes presented in this handbook.standard Pioe . . . . 3-6 to 3-40 . . ADDITIONAL PRODUCTS COLD FINISHED STEEL BARS Round • Flat • Square • Hex C-1018 • C-1045 TG&P 12L14 (Free Machining) StressProof® C.D. PART 6 Steel Fiat Products PART 7 Design Examples PART 8 Welded Joints . On$ is by welding together plates into the desired shape.Where: 3 is the aange width of the section. . is the overalt depth of lip of tight gage sections. . 1 Handbook of STEEL SIZES & WEIGHTS For Industry Phone: 541-461-2060 Toll-free: 1-800-553-0240 FAX: 541-461-0299 “Good Steel, Good Service” Est.1983 on the other hand. . EUROCODE EDITION 55/13. Detailing 23 1. . . . . Engineering 11 1. BuUt-up wide flrnga Tee.The range of overali depths of built-up BW and BH sections has been modified. . . . . . Cold-formed tight gage shapes. . . . . . . . . The overall depths of BW sections adopted range from 200 to 1. pteviously presented with the miscell~neaustabtes and &ate. . . . The thickness adopted corresponds to the bar sizes of reinforcing steel bars primarily t o facilitate recollecr;on. . . 1201 0 obj <> endobj in mm. . . . Built-Up Shapes PART 2 Cold-Formed Plate Shapes .... PART 3 Cold-Formed Light Gage Shapes PART 4 Rolled Shapes ...... PART 5 Metal Decks . The maximum thicltness usad for b e n t shapes has been reduced from 25 t o 20 millimeters. except for the angle sections. . Fn�����2#�U�h:�Ы�^�����c��u��t=!�fb�M��j~�i���i�����Ȍ2�Δ���ί����L�҆������KCb.�&��"��B-:�J3V�w=)#�#�1f�[�X����͠�U��J��JS��L� 3�6����n]�1ziT���Є�����$n3h�����T5������f��&]��rV��rAo�rP6y��ucFKU�Mm�����Uk�=|3X���2�>�9��xaΡ���Ͳ�1ޤI�b��%p�( Z�g�(�Qg1���2"el)’]sNb�ŵ�a�=�mmAn�Z�ί�Shi�~g.kWc;v. The maximum thickness adopted for built-up sections was also increased from 44 to 45 millimeters. . . 20.6-22 Steel … I. coils sheets.0millimeter. Main Member Design 13 2. Phone: (65) 68620033 Facs: (65) 68616448/68624006. . The thickness of steel sheets for light gage sectiorrs have heen modified. The major revisions include the following: 1. . Is the depth of rolled sections.0 milfimoters.0 mlllit: \tw. . "iij . . . . . . Academia.edu is a platform for academics to share research papers. and the availabiiity and limitations of the equipment required in tha fabrication of these shapes and sections. The overail depths of BH sections sdopred from 200 to 700 millimeters compared to the prevlous 195 ro 425 millimeters.$ectionproperties has been added. . in ibslft. . or strips with thicknessless than or eq nl to 6. in mm. THE BRITISH CONSTRUCTIONAL STEELWORK ASSOICIATION LIMITED. Shapes Metal Decks Each o f these parts presents a series of tables of computed and/or compiled data. #s the depth of the section. . First text page_Layout 1 04/10/2013 14:26 Page 1. . , . Secondary Member Design 17 3. . I 1 I . . 8-7 t o 8-26 PART 9 Miscetlaneous Tahtes and Data . . 1222 0 obj <>stream 2-1to 2-20 . 0 . . . . . . INTRODUCTION TO STEEL DESIGN AND CONSTRUCTION 8 II. . . . �bkx���9N0���|s���U���/�x���Bv�΂Xg' ��W400�w ��. . . . . Engineering Calculations 22 B. March 29, 2018 | Author: Mark Arboleda Gumamela | . Detailing & Shop Drawings David Busarello, Bridgeton Drafting Company, LLC Franklinville, NJ MetalFab 2017 San Antonio. . . the tabulated section properties are in SI units. . . are prod^ ad from coifs. h�bbd``b`:$�@D�`�@� �I�$b�o��Y�,Fb��� �� . . shorter side of tubular sections. The Steel Detailers' Manual provides an introduction and guide to this essential skill for those in the constructional steelwork industry. . . . HANDBOOK OF STRUCTURAL STEELWORK EUROCODE EDITION. . . . . . . . These data consist of sectional dimensions and properties chosen and arranged to enable rapid and convenient selection o f structilral steel members. I -. in mm. These sections are timited therefore by the availability of these fkt products. This @EP Steel Handbookis intended primarily to serve as a guide En the se1ec.tict1and use of locatiy available structurat steel products. Steelwork detailing plays a pivotal role in the successful creation of any steel structure. . . HANDBOOK OF STRUCTURAL STEELWORK. . . . shorter leg of angles. . mex mtn mm WIPa N Be psi rad sq.m. . .. . . . . . . is tho naminat weight per unit Ienipth of rolled sections. 93h edition. . Click on a date/time to view the file as it appeared at that time. . . . . Metal decks are cold-formed light gage shapes and norn~affyvary with the manufacturer. Cold-fot . . is the nominal weight p w unit. Advanced Bill of Material 24 2. HANDBOOK OF STRUCTURAL STEELWORK. .. . Heavy Column I BWT H x W 1 BC H x B x t Wide Flange-Tee Channel I Stiffened Cee [ LC HxBxCxt Stiffened Zee I LZ HxBxCxt LR HxBxt Rectangular Tube ---.Extra Strona - Pipe Double-Extra ASEP Ste . . . . 6-1 to 6-48 . h�b```f`` . . . . Connection Design 18 4. . Category: ANDBOOKAssaciation of Struct gheers of the Philippines, Inc. Unit T-10, New Manila Condominium 21 N. Domingo St.. Quezon City Steel Flat Products 6-47 Table 6-49: Tolerance on Width and Length I Unit:mm 7 I I Division I I Width I I Length 1 --- \ I I I Tolerance +10 0 I I I I t15 0 Mote: The actual length of coils must not be less than the nominal length. . . . &GI. This adaptation eliminates thickness w i t h fractions o f millimeters. . . . ASEP Steel tianrievok . . . ASEP Steel wandbook -27. . The rolled shapes and sections has considerably been expanded with the adoption of sections from the AtSC Manual of Steel Consttuction. . . %%EOF 1212 0 obj <>/Filter/FlateDecode/ID[<0F1C982EAC088A4CAF291A4408988021>]/Index[1201 22]/Info 1200 0 R/Length 65/Prev 99670/Root 1202 0 R/Size 1223/Type/XRef/W[1 2 1]>>stream . . . . . . . The purpose of this handbook is to provide sufficient information for a trainee structural steel detailer to learn the fundamentals of how to detail most members and connections in a simple steel-framed building. The third edition has been revised to take account of some aspects of Eurocode 3 on structural steel work. Handbook . endstream endobj startxref . . . ila kefm klJ m . . Shapes may also be cold-formed by passing the Rat steel products in roils the desired shape is attained. . .......... . . I I 1 I I J FOREWORD PART 1 . or strips. . These products are divided into five classes based o n tho method of,manufact~lrr: and/or maximum thickness of the section, The first five parts of this handhook corresponrt t o t!lesct classes as follows: Part 1 Part 2 Part 3 Part 4 Part 5 Built-Up Shapes Cold-Formed Plate Shapes Cold-Formed Light Gagc Shapes Rol!ec! . . . . Each of the five design exampies include detaiiod discussions and references to the differen1 parts of this handbooit a s wall as if)@ NSCP. . is presented in a seaerated Part 8 af this handbook. There are t w o generai methods af producing structural shapes from flat m e t products. . Although the standard AtSC designations were adopted. . . Design examples has bean added in the new Part 7 of the handbook. . . The discussion on welded ]oints. ASEP Steel Handbook I .5% 0 +0.$-I- 1 -----+10 I 0 I I +15 I I 0 I I 1 I r u r k : Toler*nca 8 doas not apply t o thickneas of 220 m.5% 0 .Steel F l a t Products 6-21 I I Length I 1 I I I I Thickness -----+ i-i 26300 uni t: mm Tolerance on Length Table 6-14: I 1 I I <6 26 I I I I I Tolerance ---I I +0.

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