Steel Structures: Design and Behavior (5th Edition) PDF
Preview Steel Structures: Design and Behavior (5th Edition)
ith Eaiion RES... Charles G. Salmon John F. Johnson Faris A, Malhas STEEL STRUCTURES Design and Behavior STEEL STRUCTURES Design and Behavior Emphasizing Load and Resistance Factor Design FIFTH EDITION conversion racrars mwenepucrion Li trsews tee 2 Sar Senin Ser Seta i Vl ecale ond ler Messi 4 Sues StnieBor aver (Tension eet lmgpicic Tonpoorens 41 Mazer: toushness 42 ‘Sell Senge lion State ol Sess 1 High Temperature Behavior 45 CHAPTER + 201 Sangoe stems 82 2:2 Couosen essanue ad albong ete 58 By Sills asa Dsign cas.on 6 2D beee it esis toe Degas 21 ent Smengh Raptor Monet S20 alowblesmerarh Negras ° 14 451 daoreples—2tnson Members Using aon A15Fasers chieg in a! fenton 135 AIS | Sinat an Teese Tio Feevern Loading 145 cnapren carter 6 eons 54 Types stp a8 55 ‘Ypert elds 17 BP pete Hcg the Sati oF WIN 58 Anspecton and Contra 180 B10 Femvmesos eed Bully Weise S11 Stara Lene emitaons tr let Welds 182 522 lstse San Wels TAS Sof sd estes kaeor Degas 1) SiS AMlonalie Sheng Cogn “Weis 3% compression sneaons PART t COLD. Leelapmene Cou Sonat <ives Une ading Spu-url Sai Reva Coa os! and estance Facer Desa 256 icsve Legh 241 Ls al Resta Fao Desig al Kale Shapes thy ane Sects asia’ Compresion 28 AihableSuength Design 24 SSH) eng ae cuapren s S15 UnsigaofLcued emtess 28 PART i PLATES 6:15 Seen ais Lede: Uniform Hage 66 ISL verde Tastee Lat 19 Ace ed Stee Sito fons Fate BaeMing 233 6° ANSE ys nknsr LuPy un ete Sigler Tees esiouson 29? (615 AINE Prva Lo aceon te oy wl os Bussieg Suengcasa te lent, 209 G1) Helga of oan Meiers lfc oa] Bockicg ovine 3 ested softeaces 213 EARS: LATERALLY SUPPORTED 2 supe Lonsing ot Syaunorac Shap 71 2 Eehiviea tual Suste veo 22 FS tai a ppeacd ReagsABL-ASD Mithod 331 © secmecastny a Barns 382 Shae oo golisa eons 28 Gonccrnrnd Leeds Apis Rolle Jeans 242 Fi Gente vw! theogy 32) aloo! References 252 Preven 261 TORSION 82 Ture Tasion 9 Homngenenut Sactions 8 83 Shrsrsheows Due to Benga a "rn- Wa Open a Shea Ceater 370 RS Fosional Suen | Saapce Mel Sects 373, 6 Analogy Retneen Torsion ond Pw ending 83 Pastel sitar Torsional vacing 388 oy 268 cHaprens Chapren 10 $8 Load and tes stance Factoe Design for Tason— Catelly Sable Beane 381 8.9 Allewable Siengts Desi fr Tenslon—Latetaly Msi Tensor in Closed Thn-nal Sections 67 8.1 Pasiuni Setions vith Open sad Closed Parte 400 o2 Towsional Belling 400 Selected Refers, 496 oblene AATERALTORSIONAL BUCKLING OF BEAMS 2A Retinnel snakegy to Pure Colona £12 92 aleaiSuppoit al 8 Strengths of bSt yes! Beans Under Uno. BA Hare ateravy sion! esi D6 Lewdans ie eas Shaner eam 28 Bist : 25 bevnpies at eid Hehe a FID Later basiciag nt Chases 24, Moneery Shapee Secuoke amd Tees 02 G11 “igsal Seng of omy Seonmetee ape Selected Retserces 47% Probleme 472 CONTINUOUS BEAMS 102 Fasc strength ofa StatcallyIndessemcate team 36s 103 Plate Analysi—Lond vl Resistance Factor Pein Baniples 205 104 asic AcalysisANCSIRHD Meio’ 507 105 laste Analysis Allowable Sheng Design 509 106 Spllers S11 Selechsl Hotenenees SUS mace 312 charren 11 cuapren 12 PLATE GIRDERS 6 Hat voaueea snd ial Devlapmec S16 112 Biles dete arn ar ae Ginker S18 LL Nec Hange Ring tat tae $820 TA oma Moment SiengtD—alsCPrniga S23 115 Momene stg? Reon 70 Mert Buck theweb 38 1.6 Noting Moons Srength—Hybud Bes 4 LF Nemina Soe Sueagrn Rasdeaad inchs 118 Noir siee Soseg Inst Taso 11Y Senge 9 Comin Meningang Shar $15 1LE9 lnermedcteTarsvere Serre, TE Hoag: WebStore 952 Setiacitecarenrs S84 COMBINED Sc:20/NC. ND Axi%e LORE Bet 123 Nose Rinplties Waser 126 Neminl Ss yt ose ce nal Se hPa Fy Celi ndtv 234 ovine! Srery losin Tysations gs bul fending 60? USC Pein tris £09 Usbecco: Framme—HISG Dengn AL Desi Procure AISC ERED Mevtnd 525 Exmples ASG LAD Matnod 62 Frobiems 646
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