EUCLID’S ELEMENTS OF GEOMETRY
CHAPTER A GENERAL PROVISIONS 1 CHAPTER B DESIGN REQUIREMENTS 2 CHAPTER C STABILITY ANALYSIS AND DESIGN 3 CHAPTER D DESIGN OF MEMBERS FOR TENSION 4 CHAPTER E DESIGN OF MEMBERS FOR COMPRESSION 22 CHAPTER F DESIGN OF MEMBERS FOR FLEXURE 69 CHAPTER G DESIGN OF MEMBERS FOR SHEAR 117 CHAPTER H DESIGN OF MEMBERS FOR COMBINED FORCES AND TORSION 135 CHAPTER I DESIGN OF COMPOSITE MEMBERS 156 CHAPTER J DESIGN OF CONNECTIONS 183 CHAPTER K DESIGN OF HSS AND BOX MEMBER CONNECTIONS 199 CHAPTER IIA SIMPLE SHEAR CONNECTIONS 236 CHAPTER IIB FULLY RESTRAINED FR MOMENT CONNECTIONS 336 CHAPTER IIC BRACING AND TRUSS CONNECTIONS 365 CHAPTER IID MISCELLANEOUS CONNECTIONS 423 DESIGN OF SELECTED MEMBERS AND LATERAL ANALYSIS OF A 4 STORY BUILDING 437 CONTENTS CHAPTER A GENERAL PROVISIONS GENERAL PROVISIONS A1 SCOPE ALL OF THE EXAMPLES ON THIS CD ARE INTENDED TO ILLUSTRATE THE APPLICATION OF THE 2005 AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ANSI AISC 360 05 AND THE AISC STEEL CONSTRUCTION MANUAL 13TH EDITION IN LOW AND MODERATE SEISMIC APPLICATIONS I E WITH R EQUAL TO OR LESS THAN 3 FOR INFORMATION ON DESIGN APPLICATIONS INVOLVING R GREATER THAN 3 THE AISC SEISMIC DESIGN MANUAL AVAILABLE AT WWW AISC ORG SHOULD BE CONSULTED A2 REFERENCED SPECIFCATIONS CODES AND STANDARDS SECTION A2 INCLUDES A DETAILED LIST OF THE SPECIFICATIONS CODES AND STANDARDS REFERENCED THROUGHOUT THE SPECIFICATION A3 MATERIAL SECTION A3 INCLUDES A LIST OF THE STEEL MATERIALS THAT ARE ACCEPTABLE FOR USE IN ACCORDANCE WITH THE SPECIFICATION THE COMPLETE ASTM STANDARDS FOR THE MOST COMMONLY USED STEEL MATERIALS CAN BE FOUND IN SELECTED ASTM STANDARDS FOR STRUCTURAL STEEL FABRICATION AVAILABLE AT WWW AISC ORG 1