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020 _a0470444037
_qhardback (acid free paper)
020 _a9780470444030
_qhardback (acid free paper)
035 _a(ATU)b13917080
035 _a(OCoLC)744560523
040 _aDLC
_beng
_erda
_cDLC
_dYDX
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_dCDX
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042 _apcc
050 0 0 _aTA684
_b.G383 2012
082 0 0 _a624.1821
_223
100 1 _aGeschwindner, Louis F.,
_d1945-
_eauthor.
_9306211
245 1 0 _aUnified design of steel structures /
_cLouis F. Geschwindner.
250 _aSecond edition.
264 1 _aHoboken, NJ :
_bWiley,
_c[2012]
264 4 _c©2012
300 _axx, 514 pages :
_billustrations, maps ;
_c26 cm
336 _atext
_btxt
_2rdacontent
337 _aunmediated
_bn
_2rdamedia
338 _avolume
_bnc
_2rdacarrier
500 _aIncludes index.
505 0 _a1. Introduction -- 2. Loads, Load Factors, and Load Combinations -- 3. Steel Building Materials -- 4. Tension Members -- 5. Compression Members -- 6. Bending Members 1646.1 Bending Members in Structures -- 7. Plate Girders 2227.1 Background -- 8. Beam-Columns and Frame Behavior -- 9. Composite Construction 3129.1 Introduction -- 10. Connection Elements -- 11. Simple Connections -- 12. Moment Connections -- 13. Steel Systems for Seismic Resistance -- --
505 0 0 _g1.
_tIntroduction --
_g1.1.
_tScope --
_g1.2.
_tThe Specification --
_g1.3.
_tThe Manual --
_g1.4.
_tAISC Website Resources --
_g1.5.
_tPrinciples of Structural Design --
_g1.6.
_tParts of the Steel Structure --
_g1.7.
_tTypes of Steel Structures --
_g1.7.1.
_tBearing Wall Construction --
_g1.7.2.
_tBeam-and-Column Construction --
_g1.7.3.
_tLong-Span Construction --
_g1.7.4.
_tHigh-Rise Construction --
_g1.7.5.
_tSingle-Story Construction --
_g1.8.
_tDesign Philosophies --
_g1.9.
_tFundamentals of Allowable Strength Design (ASD) --
_g1.10.
_tFundamentals of Load and Resistance Factor Design (LRFD) --
_g1.11.
_tInelastic Design --
_g1.12.
_tStructural Safety --
_g1.13.
_tLimit States --
_g1.14.
_tBuilding Codes and Design Specifications --
_g1.15.
_tIntegrated Design Project --
_g1.16.
_tProblems -- --
_g2.
_tLoads, Load Factors, and Load Combinations --
_g2.1.
_tIntroduction --
_g2.2.
_tBuilding Load Sources --
_g2.2.1.
_tDead Load --
_g2.2.2.
_tLive Load --
_g2.2.3.
_tSnow Load --
_g2.2.4.
_tWind Load --
_g2.2.5.
_tSeismic Load --
_g2.2.6.
_tSpecial Loads --
_g2.3.
_tBuilding Load Determination --
_g2.3.1.
_tDead Load --
_g2.3.2.
_tLive Load --
_g2.3.3.
_tSnow Load --
_g2.3.4.
_tWind Load --
_g2.3.5.
_tSeismic Load --
_g2.4.
_tLoad Combinations for ASD and LRFD --
_g2.5.
_tLoad Calculations --
_g2.6.
_tCalibration --
_g2.7.
_tProblems -- --
_g3.
_tSteel Building Materials --
_g3.1.
_tIntroduction --
_g3.2.
_tApplicability of the AISC Specification --
_g3.3.
_tSteel for Construction --
_g3.4.
_tStructural Steel Shapes --
_g3.4.1.
_tASTM A6 Standard Shapes --
_g3.4.2.
_tHollow Shapes --
_g3.4.3.
_tPlates and Bars --
_g3.4.4.
_tBuilt-up Shapes --
_g3.5.
_tChemical Components of Structural Steel --
_g3.6.
_tGrades of Structural Steel --
_g3.6.1.
_tSteel for Shapes --
_g3.6.2.
_tSteel for Plates and Bars --
_g3.6.3.
_tSteel for Fasteners --
_g3.6.4.
_tSteel for Welding --
_g3.6.5.
_tSteel for Shear Studs --
_g3.7.
_tAvailability of Structural Steel --
_g3.8.
_tProblems -- --
_g4.
_tTension Members --
_g4.1.
_tIntroduction --
_g4.2.
_tTension Members in Structures --
_g4.3.
_tCross-Sectional Shapes for Tension Members --
_g4.4.
_tBehavior and Strength of Tension Members --
_g4.4.1.
_tYielding --
_g4.4.2.
_tRupture --
_g4.5.
_tComputation of Areas --
_g4.5.1.
_tGross Area --
_g4.5.2.
_tNet Area --
_g4.5.3.
_tInfluence of Hole Placement --
_g4.5.4.
_tEffective Net Area --
_g4.6.
_tDesign of Tension Members --
_g4.7.
_tBlock Shear --
_g4.8.
_tPin-Connected Members --
_g4.9.
_tEyebars and Rods --
_g4.10.
_tBuilt-Up Tension Members --
_g4.11.
_tTruss Members --
_g4.12.
_tBracing Members --
_g4.13.
_tProblems -- --
_g5.
_tCompression Members --
_g5.1.
_tCompression Members in Structures --
_g5.2.
_tCross-Sectional Shapes for Compression Members --
_g5.3.
_tCompression Member Strength --
_g5.3.1.
_tEuler Column --
_g5.3.2.
_tOther Boundary Conditions --
_g5.3.3.
_tCombination of Bracing and End Conditions --
_g5.3.4.
_tReal Column --
_g5.3.5.
_tAISC Provisions --
_g5.4.
_tAdditional Limit States for Compression --
_g5.5.
_tLength Effects --
_g5.5.1.
_tEffective Length for Inelastic Columns --
_g5.6.
_tSlender Elements in Compression --
_g5.7.
_tColumn Design Tables --
_g5.8.
_tTorsional Buckling and Flexural-Torsional Buckling --
_g5.9.
_tSingle-Angle Compression Members --
_g5.10.
_tBuilt-Up Members --
_g5.11.
_tColumn Base Plates --
_g5.12.
_tProblems -- --
_g6.
_tBending Members 1646.1 Bending Members in Structures --
_g6.2.
_tStrength of Beams --
_g6.3.
_tDesign of Compact Laterally Supported Wide-Flange Beams --
_g6.4.
_tDesign of Compact Laterally Unsupported Wide-Flange Beams --
_g6.4.1.
_tLateral Torsional Buckling --
_g6.4.2.
_tMoment Gradient --
_g6.5.
_tDesign of Noncompact Beams --
_g6.5.1.
_tLocal Buckling --
_g6.5.2.
_tFlange Local Buckling --
_g6.5.3.
_tWeb Local Buckling --
_g6.6.
_tDesign of Beams for Weak Axis Bending --
_g6.7.
_tDesign of Beams for Shear --
_g6.8.
_tContinuous Beams --
_g6.9.
_tPlastic Analysis and Design of Continuous Beams --
_g6.10.
_tProvisions for Double-Angle and Tee Members --
_g6.10.1.
_tYielding --
_g6.10.2.
_tLateral-Torsional Buckling --
_g6.10.3.
_tFlange Local Buckling --
_g6.10.4.
_tStem Local Buckling --
_g6.11.
_tSingle-Angle Bending Members --
_g6.11.1.
_tYielding --
_g6.11.2.
_tLeg Local Buckling --
_g6.11.3.
_tLateral-Torsional Buckling --
_g6.12.
_tMembers in Biaxial Bending --
_g6.13.
_tServiceability Criteria for Beams --
_g6.13.1.
_tDeflection --
_g6.13.2.
_tVibration --
_g6.13.3.
_tDrift --
_g6.14.
_tConcentrated Forces on Beams --
_g6.14.1.
_tWeb Local Yielding --
_g6.14.2.
_tWeb Crippling --
_g6.15.
_tOpen Web Steel Joists and Joist Girders --
_g6.16.
_tProblems -- --
505 0 0 _g7.
_tPlate Girders 2227.1 Background --
_g7.2.
_tHomogeneous Plate Girders in Bending --
_g7.2.1.
_tNoncompact Web Plate Girders --
_g7.2.2.
_tSlender Web Plate Girders --
_g7.3.
_tHomogeneous Plate Girders in Shear --
_g7.3.1.
_tNontension Field Action --
_g7.3.2.
_tTension Field Action --
_g7.4.
_tStiffeners for Plate Girders --
_g7.4.1.
_tIntermediate Stiffeners --
_g7.4.2.
_tBearing Stiffeners --
_g7.4.3.
_tBearing Stiffener Design --
_g7.5.
_tProblems -- --
_g8.
_tBeam-Columns and Frame Behavior --
_g8.1.
_tIntroduction --
_g8.2.
_tSecond-Order Effects --
_g8.3.
_tInteraction Principles --
_g8.4.
_tInteraction Equations --
_g8.5.
_tBraced Frames --
_g8.6.
_tMoment Frames --
_g8.7.
_tSpecification Provisions for Stability Analysis and Design --
_g8.7.1.
_tDirect Analysis Method --
_g8.7.2.
_tEffective Length Method --
_g8.7.3.
_tFirst-Order Analysis Method --
_g8.7.4.
_tNotional Loads --
_g8.8.
_tInitial Beam-Column Selection --
_g8.9.
_tBeam-Column Design Using Manual Part 6 --
_g8.10.
_tCombined Simple and Moment Frames --
_g8.11.
_tPartially Restrained Frames --
_g8.12.
_tBracing Design --
_g8.12.1.
_tColumn Bracing --
_g8.12.2.
_tBeam Bracing --
_g8.12.3.
_tFrame Bracing --
_g8.13.
_tTension Plus Bending --
_g8.14.
_tProblems -- --
_g9.
_tComposite Construction 3129.1 Introduction --
_g9.2.
_tAdvantages and Disadvantages of Composite Beam Construction --
_g9.3.
_tShored versus Unshored Construction --
_g9.4.
_tEffective Flange --
_g9.5.
_tStrength of Composite Beams and Slab --
_g9.5.1.
_tFully Composite Beams --
_g9.5.2.
_tPartially Composite Beams --
_g9.5.3.
_tComposite Beam Design Tables --
_g9.5.4.
_tNegative Moment Strength --
_g9.6.
_tShear Stud Strength --
_g9.6.1.
_tNumber and Placement of Shear Studs --
_g9.7.
_tComposite Beams with Formed Metal Deck --
_g9.7.1.
_tDeck Ribs Perpendicular to Steel Beam --
_g9.7.2.
_tDeck Ribs Parallel to Steel Beam --
_g9.8.
_tFully Encased Steel Beams --
_g9.9.
_tSelecting a Section --
_g9.10.
_tServiceability Considerations --
_g9.10.1.
_tDeflection During Construction --
_g9.10.2.
_tVibration Under Service Loads --
_g9.10.3.
_tLive Load Deflections --
_g9.11.
_tComposite Columns --
_g9.12.
_tComposite Beam-Columns --
_g9.13.
_tProblems -- --
_g10.
_tConnection Elements --
_g10.1.
_tIntroduction --
_g10.2.
_tBasic Connections --
_g10.3.
_tBeam-to-Column Connections --
_g10.4.
_tFully Restrained Connections --
_g10.5.
_tSimple and Partially Restrained Connections --
_g10.6.
_tMechanical Fasteners --
_g10.6.1.
_tCommon Bolts --
_g10.6.2.
_tHigh-Strength Bolts --
_g10.6.3.
_tBolt Holes --
_g10.7.
_tBolt Limit States --
_g10.7.1.
_tBolt Shear --
_g10.7.2.
_tBolt Bearing --
_g10.7.3.
_tBolt Tension --
_g10.7.4.
_tSlip --
_g10.7.5.
_tCombined Tension and Shear in Bearing-Type Connections --
_g10.8.
_tWelds --
_g10.8.1.
_tWelding Processes --
_g10.8.2.
_tTypes of Welds --
_g10.8.3.
_tWeld Sizes --
_g10.9.
_tWeld Limit States --
_g10.9.1.
_tFillet Weld Strength --
_g10.9.2.
_tGroove Weld Strength --
_g10.10.
_tConnecting Elements --
_g10.10.1.
_tConnecting Elements in Tension --
_g10.10.2.
_tConnecting Elements in Compression --
_g10.10.3.
_tConnecting Elements in Flexure --
_g10.10.4.
_tConnecting Elements in Shear --
_g10.10.5.
_tBlock Shear Strength --
_g10.11.
_tProblems -- --
_g11.
_tSimple Connections --
_g11.1.
_tTypes of Simple Connections --
_g11.2.
_tSimple Shear Connections --
_g11.3.
_tDouble-Angle Connections: Bolted-Bolted --
_g11.4.
_tDouble-Angle Connections: Welded-Bolted --
_g11.5.
_tDouble-Angle Connections: Bolted-Welded --
_g11.6.
_tDouble Angle Connections: Welded-Welded --
_g11.7.
_tSingle-Angle Connections --
_g11.8.
_tSingle-Plate Shear Connections --
_g11.9.
_tSeated Connections --
_g11.10.
_tLight Bracing Connections --
_g11.11.
_tBeam Bearing Plates and Column Base Plates --
_g11.12.
_tProblems -- --
_g12.
_tMoment Connections --
_g12.1.
_tTypes of Moment Connections --
_g12.2.
_tLimit States --
_g12.3.
_tMoment Connection Design --
_g12.3.1.
_tDirect-Welded Flange Connection --
_g12.3.2.
_tWelded Flange Plate Connection --
_g12.3.3.
_tBolted Flange Plate Connection --
_g12.4.
_tColumn Stiffening --
_g12.4.1.
_tFlange Local Bending --
_g12.4.2.
_tWeb Local Yielding --
_g12.4.3.
_tWeb Crippling --
_g12.4.4.
_tWeb Compression Buckling --
_g12.4.5.
_tWeb Panel Zone Shear --
_g12.5.
_tProblems -- --
_g13.
_tSteel Systems for Seismic Resistance --
_g13.1.
_tIntroduction --
_g13.2.
_tExpected Behavior --
_g13.3.
_tMoment-Frame Systems --
_g13.3.1.
_tSpecial Moment Frames (SMF) --
_g13.3.2.
_tIntermediate Moment Frames (IMF) and Ordinary Moment Frames (OMF) --
_g13.4.
_tBraced-Frame Systems --
_g13.4.1.
_tSpecial Concentrically Braced Frames (SCBF) --
_g13.4.2.
_tOrdinary Concentrically Braced Frames (OCBF) --
_g13.4.3.
_tEccentrically Braced Frames (EBF) --
_g13.5.
_tOther Framing Systems --
_g13.5.1.
_tSpecial Truss Moment Frames (STMF) --
_g13.5.2.
_tBuckling-Restrained Braced Frames (BRBF) --
_g13.5.3.
_tSpecial Plate Shear Walls (SPSW) --
_g13.5.4.
_tComposite Systems --
_g13.6.
_tOther General Requirements --
_g13.6.1.
_tBolted and Welded Connections --
_g13.6.2.
_tProtected Zones --
_g13.6.3.
_tLocal Buckling --
_g13.6.4.
_tColumn Requirements --
_g13.6.5.
_tColumn Bases --
_g13.7.
_tConclusions --
_g13.8.
_tProblems.
520 _a"Geschwindner's 2nd edition of Unified Design of Steel Structures provides an understanding that structural analysis and design are two integrated processes as well as the necessary skills and knowledge in investigating, designing, and detailing steel structures utilizing the latest design methods according to the AISC Code. The goal is to prepare readers to work in design offices as designers and in the field as inspectors. This new edition is compatible with the 2011 AISC code as well as marginal references to the AISC manual for design examples and illustrations, which was seen as a real advantage by the survey respondents. Furthermore, new sections have been added on: Direct Analysis, Torsional and flexural-torsional buckling of columns, Filled HSS columns, and Composite column interaction. More real-world examples are included in addition to new use of three-dimensional illustrations in the book and in the image gallery; an increased number of homework problems; and media approach Solutions Manual, Image Gallery"--Provided by publisher.
588 _aMachine converted from AACR2 source record.
650 0 _aBuilding, Iron and steel
_xDesign and construction
_9787382
650 0 _aBuilding, Iron and steel
_xDesign and construction
_xStandards
_9788873
650 0 _aBuilding, Iron and steel
_xSpecifications.
650 0 _aSteel, Structural
_xStandards
_9652852
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