Contents:
Handbook of Steel Construction 9th Edition 2nd Revised Printing 2006 REVISIONS Intended for users of the Handbook 9th Edition 1st printing the following replacement pages contain the revisions appearing in the 2nd revised printing Most of the changes occur in Part 1 CAN CSA S16 01 Limit States Design of Steel Structures due to the incorporation of CSA Update 3 August 2006 CISC January 2007 PART ONE CAN CSA S16 01 LIMIT STATES DESIGN OF STEEL STRUCTURES Including S16S1 05 Supplement 1 General This Standard is reprinted with the permission of the Canadian Standards Association and contains all supplements errata and revisions issued at time of printing The reprint is of the CSA publication titled CAN CSA S16 01 CONSOLIDATION It consists of the CSA standard CAN CSA S16 01 Limit States Design of Steel Structures along with S16S1 05 Supplement 1 to CAN CSA S16 01 and replacement pages issued June 2003 December 2003 and August 2006 as Update 1 Update 2 and Update 3 to CAN CSA S1601 incorporated into the original 2001 standard The superseded pages are not included in the Handbook of Steel Construction The reference to the Standard in other parts of the 9 Edition of the Handbook of Steel Construction correctly remains as CAN CSA S16 01 CSA Standards are subject to periodic review and amendments will be published by CSA from time to time as warranted For information on requesting interpretations see Note 5 to the Preface to CAN CSA S16 01 th 1 a 1 a 2nd Printing pdf 1 11 3 2006 3 47 34 PM Canadian Standards Association Limit States Design of Steel Structures 21 10 Fasteners and Welds in Combination 81 21 10 1 New Connections 81 21 10 2 Existing Connections 81 21 11 High Strength Bolts in Slip Critical Joints and Rivets in Combination 81 22 Design and Detailing of Bolted Connections 81 22 1 General 81 22 2 Design of Bolted Connections 82 22 2 1 Use of Snug Tightened High Strength Bolts 82 22 2 2 Use of Pretensioned High Strength Bolts 82 22 2 3 Joints Subject to Fatigue Loading 82 22 2 4 Effective Bearing Area 82 22 2 5 Fastener Components 82 22 3 Detailing of Bolted Connections 82 22 3 1 Minimum Pitch 82 22 3 2 Minimum Edge Distance 82 22 3 3 Maximum Edge Distance 83 22 3 4 Minimum End Distance 83 22 3 5 Bolt Holes 83 23 Installation and Inspection of Bolted Joints 84 23 1 A 307 Bolts 84 23 2 Connection Fit up 84 23 3 Surface Conditions for Slip Critical Connections 84 23 4 Minimum Bolt Length 84 23 5 Use of Washers 84 23 6 Storage of Fastener Components for Pretensioned Bolt Assemblies 85 23 7 Snug Tightened High Strength Bolts 85 23 8 Pretensioned High Strength Bolts 85 23 8 1 Installation Procedure 85 23 8 2 Turn of Nut Method 85 23 8 3 Use of ASTM F 959 Washers 86 23 8 4 Use of ASTM F 1852 Bolts 86 23 9 Inspection Procedures 86 24 Welding 87 24 1 Arc Welding 87 24 2 Resistance Welding 87 24 3 Fabricator and Erector Qualification 87 25 Column Bases and Anchor Rods 87 25 1 Loads 87 25 2 Resistance 87 25 2 1 Concrete in Compression 87 25 2 2 Tension 87 25 2 3 Shear 88 25 2 4 Anchor Rods in Shear and Tension 88 25 2 5 Anchor Rods in Tension and Bending 89 25 2 6 Moment on Column Base 89 August 2006 Replaces p ix January 2005 1 ix Manipulated Update 3 2nd Print1 1 11 3 2006 3 39 00 PM CAN CSA S16 01 Canadian Standards Association 25 3 Fabrication and Erection 89 25 3 1 Finishing 89 25 3 2 Erection 89 26 Fatigue 89 26 1 General 89 26 2 Proportioning 89 26 3 Live Load Induced Fatigue 89 26 3 1 Calculation of Stress Range 89 26 3 2 Design Criteria 90 26 3 3 Cumulative Fatigue Damage 90 26 3 4 Fatigue Constants and Detail Categories 90 26 3 5 Limited Number of Cycles 91 26 4 Distortion Induced Fatigue 91 27 Seismic Design Requirements 91 27 1 General 91 27 2 Type D Ductile Moment Resisting Frames Rd 5 0 Ro 1 5 93 27 2 1 General 93 27 2 2 Beams 93 27 2 3 Columns 94 27 2 4 Column Joint Panel Zone 95 27 2 5 Beam to Column Joints and Connections 95 27 2 6 Bracing 96 27 2 7 Fasteners 96 27 2 8 Attachments in Hinging Areas 96 27 3 Type MD Moderately Ductile Moment Resisting Frames Rd 3 5 Ro 1 5 96 27 4 Type LD Limited Ductility Moment Resisting Frames Rd 2 0 Ro 1 3 97 27 4 1 General 97 27 4 2 Beams and Columns 97 27 4 3 Column Joint Panel Zone 97 27 4 4 Beam to Column Connections 97 27 5 Type MD Moderately Ductile Concentrically Braced Frames Rd 3 0 Ro 1 3 98 27 5 1 General 98 27 5 2 Bracing Systems 98 27 5 3 Diagonal Bracing Members 99 27 5 4 Brace Connections 100 27 5 5 Columns Beams and Connections Other than Brace Connections 100 27 6 Type LD Limited Ductility Concentrically Braced Frames Rd 2 0 Ro 1 3 101 27 6 1 General 101 27 6 2 Bracing Systems 101 27 6 3 Diagonal Bracing Members 101 27 6 4 Bracing Connections 101 27 6 5 Columns Beams and Other Connections 102 27 7 Ductile Eccentrically Braced Frames Rd 4 0 Ro 1 5 102 27 7 1 Link Beam 102 27 7 2 Link Resistance 102 27 7 3 Length of Link 102 27 7 4 Link Rotation 103 27 7 5 Link Stiffeners 103 27 7 6 Lateral Support for Link 104 1 x August 2006 Replaces p x January 2005 Manipulated Update 3 2nd Print2 2 11 3 2006 3 39 00 PM Canadian Standards Association Limit States Design of Steel Structures 27 7 7 Link Beam to Column Connection 104 27 7 8 Link Beam Resistance 104 27 7 9 Diagonal Braces 104 27 7 10 Brace to Beam Connection 105 27 7 11 Columns 105 27 7 12 Roof Link Beam 105 27 8 Plate Walls 105 27 8 1 General 105 27 8 2 Type D Ductile Plate Walls Rd 5 0 Ro 1 6 105 27 8 3 Type LD Limited Ductility Plate Walls Rd 2 0 Ro 1 5 106 27 9 Deleted 106 27 10 Conventional Construction Rd 1 5 Ro 1 3 107 27 11 Special Seismic Construction 107 28 Shop and Field Fabrication and Coating 107 28 1 Cambering Curving and Straightening 107 28 2 Thermal Cutting 107 28 3 Sheared or Thermally Cut Edge Finish 107 28 4 Fastener Holes 108 28 4 1 Drilled and Punched Holes 108 28 4 2 Holes at Plastic Hinges 108 28 4 3 Thermally Cut Holes 108 28 4 4 Alignment 108 28 5 Joints in Contact Bearing 108 28 6 Member Tolerances 108 28 7 Steel Building Systems 109 28 8 Cleaning Surface Preparation and Shop Coating 109 28 8 1 General Requirements 109 28 8 2 Uncoated Steel 110 28 8 3 Coated Steel 110 28 8 4 Requirements for Special Surfaces 110 28 8 5 Surface Preparation 111 28 8 6 One Coat Systems 111 28 8 7 Metallic Zinc Coatings 111 29 Erection 111 29 1 General 111 29 2 Temporary Loads 111 29 3 Adequacy of Temporary Connections 111 29 4 Alignment 112 29 5 Surface Preparation for Field Welding 112 29 6 Field Coating 112 29 7 Erection Tolerances 112 29 7 1 Elevation of Base Plates 112 29 7 2 Plumbness of Columns 112 29 7 3 Horizontal Alignment of Members 112 29 7 4 Elevations of Members 112 29 7 5 Crane Girders 113 29 7 6 Alignment of Braced Members 113 29 7 7 Members with Adjustable Connections 113 August 2006 Replaces p xi January 2005 1 xi Manipulated Update 3 2nd Print3 3 11 3 2006 3 39 00 PM CAN CSA S16 01 Canadian Standards Association 29 7 8 Column Splices 113 29 7 9 Welded Joint Fit up 113 29 7 10 Bolted Joint Fit up 113 30 Inspection 114 30 1 General 114 30 2 Co operation 114 30 3 Rejection 114 30 4 Inspection of High Strength Bolted Joints 114 30 5 Third Party Welding Inspection 114 30 6 Identification of Steel by Marking 114 Tables 115 Figures 124A Appendices A Standard Practice for Structural Steel 129 B Margins of Safety 130 C Crane Supporting Structures 132 D Recommended Maximum Values for Deflection for Specified Design Live and Wind Loads 133 E Guide for Floor Vibrations 135 F Effective Lengths of Columns 136 G Criteria for Estimating Effective Column Lengths in Continuous Frames 138 H Deflections of Composite Beams Due to Shrinkage of Concrete 141 I Arbitration Procedure for Pretensioning Connections 145 J Ductile Moment Resisting Connections 146 1 xii August 2006 Replaces p xii January 2005 Manipulated Update
File Details: Jan 15, 2007 452 KB (29 pages)
Source: www.cisc-icca.ca
