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Solution Manual For Structural Steel Design, 5th Edition - Document preview page 1

Solution Manual For Structural Steel Design, 5th Edition - Page 1

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Solution Manual For Structural Steel Design, 5th Edition

Solution Manual For Structural Steel Design, 5th Edition is the best resource for textbook solutions, helping you tackle even the hardest problems.

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Page 1 of 16
Solution Manual For Structural Steel Design, 5th Edition - Page 1 preview imageChnpree.LAnswers:_WET. Efashesham,plasticeam,andee——Strainhardening.2)Famedste]+AIST(American——ronamdSteelTnshputeHotfelledSteel!Arsc[AmeramICT]SteelConstrochon)ooBN1-3LrogorfromedLimitJThefarpest|shrssforwhiehHooke’sluappies,orthe#pointonthe.[incpnporhenRNofthe55=Straindiagres.,iaNgW——platefiati:Jhalargeststressapattrial—eanwithsfondwithootbeingpermanently———deformed.:pbJeeldstvess:ThestressatwhichthereSEsasignificantincrecatintheelengahom,a.Corr4gIncrease.—In1TLA|Plates:ACoo||W-Shepes:A992———é-ms:A3/-5HotReoooo|-———LoldFormed:|eDuchilityElashety,Permamonce——Uns1h,High-5rength[HeshtRato,ppltoctakilitypFrachureToughness.Eoratfckn,stagenlBanatmentpemmaonEamonUsmanSadeFiveruygagToChericalphotocopying.recording,oflkewise.Fornfomatonregarcing
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Solution Manual For Structural Steel Design, 5th Edition - Page 2 preview imageDownloadedfromStudyXY.com®+StudyXYSdYe.o>\|iF’prE\3SStudyAnythingThisContentHasbeenPostedOnStudyXY.comassupplementarylearningmaterial.StudyXYdoesnotendroseanyuniversity,collegeorpublisher.Allmaterialspostedareundertheliabilityofthecontributors.wv8)www.studyxy.com
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Solution Manual For Structural Steel Design, 5th Edition - Page 3 preview image>S1-7A947[-8WroughtTron:VeryJourCarboncontent(=0.15%)CastTron:Veryhighcuvbon,conbent(226%)Steeli:Lavboncontentin+eromge.I)£05%+oiy)Yo9my[dsteelCarbonronge01s%to0.29%loCorrosionbeeporesFragCosts,Susceptrbrl:hyofBuckling|,Pahgue,orBrittleFrichie.(llsufficientsizeamdshength|,DetailsofConnections|DeLlechano,Evechionproblems,orFoundypanSettlement,sm{32©2012PearsonEducation,Inc.UpperSaddleRiver,NJ.Allrightsreserved.ThispublicationisprotectedbyCopyrightandwrittenpermissionshouldbeobtainedfromthepublisherpriortoanyprohibitedreproduction,storageinaretrievalsystem,ortransmissioninanyformorbyanymeans,electronic,mechanical,photocopying,recording,orlikewise.Forinformationregardingpermission(s),writeto:RightsandPermissionsDepartment,PearsonEducation,Inc.,UpperSaddleRiver,NJ07458.
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Solution Manual For Structural Steel Design, 5th Edition - Page 4 preview imageChaprer2Feosrem#2-125lolidp=Ni(100)=—————————————YopsF2.1.2D+lolL+o.5(LrorSor£)1.2(120)+16(70)+0.530)=——————747p5F=—3,2D+oeor5orR)+(0.5Loro5w)lz(100)+16(30)405/70)——0703psF4,120+1.0W+0.5.-05[inorSorR)12(100)+10(0)+0.5/7)+0.5(30)=—____95psF5[iD+loE+osttozsL2(i)+hofo)+0.5/70)+0.2(30)————/¢)PSF6:©.90+Low0.9(100)+10f)s—___pppsF7.690+lope0:9()+100)—_ogppsFGoveenNgFacroren(oso+247pF(case2.)SC42-1©2012PearsonEducation,Inc.,UpperSaddleRiver,NJ.Allrightsreserved.ThispublicationisprotectedbyCopyrightandwrittenpermissionshouldbeobtainedfromthepublisherpriortoanyprohibitedreproduction,storageinaretrievalsystem,ortransmissioninanyformorbyanymeans,electronic,mechanical,photocopying,recording,orlikewise.Forinformationregardingpermissions),writeto:RightsandPermissionsDepartment,PearsonEducation,Inc.,UpperSaddleRiver,NJ07458.
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Solution Manual For Structural Steel Design, 5th Edition - Page 5 preview imagefroprem*2-2.Ello14D=iy[ro00)s—————J800/ba2.————DoesNo7Cowrgol—————(By1w3pecrion)3.120FT16ftrorSorR)HOSLor05W)12(12000)+1.6)+0:5(#52,000)=—40400lb4.Jzp+noW£o.s/+0.LionSorR)112(12000)+/.0(52,000)=—_44oolb=—5.—DOESNorCowneol,——(By1n3pecnion)6.09(0)+10W (uprier)0.9(zp00)+1°[-52,000)=——41,200[b<—7.———0DoesworComreot——(Bywspecron)MaximpmFaemeerLosos:+66,40016case4,-41,2006case¢,sre”2-2©2012PearsonEducation,Inc.,UpperSaddleRiver,NJ.Allrightsreserved.ThispublicationisprotectedbyCopyrightandwrittenpermissionshouldbeobtainedfromthepublisherpriortoanyprohibitedreproduction,storageinaretrievalsystem,ortransmissioninanyformorbyanymeans,electronic,mechanical,photocopying,recording,orlikewise.Forinformationregardingpermissions),writeto:RightsandPermissionsDepartment,PearsonEducation,Inc.,UpperSaddleRiver,NJ07458.
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Solution Manual For Structural Steel Design, 5th Edition - Page 6 preview imageProgr)#2-3>_[RoBLE]#2-33le14%0=1%($000)=———————/200/b|i2/2D+lel+0.5(Lror5orR)12(9000)+1.¢(5000)+0.5(2500)=———7b,050Jb<—3.1,204leflrorSorR)+#(0.5Lor0.5W)1.2(9000)+1.42500)+0.5(5600)=———/7,300/b4,12D+},0oW+0.5L+0.5/Lrov3or0,12(9000)+1.9(g)+0.5/5000)+0-5/2500)c—4550/b5.J2p¥JoFE+0.50+0,251:2(9000)+1,0(6500)+0.5(5000)+o.z(¢)=—/9,800/b6.———DoesNorConmeol—(8yInspecrion)J.090+10E [vpuFr)0.9(9000)t1:0(-6500)=——ou_JGooJbMaximumFacmeenLosos+20050lbcase2NovpLiFrSF/2-3©2012PearsonEducation,Inc.,UpperSaddleRiver,NJ.Allrightsreserved.ThispublicationisprotectedbyCopyrightandwrittenpermissionshouldbeobtainedfromthepublisherpriortoanyprohibitedreproduction,storageinaretrievalsystem,ortransmissioninanyformorbyanymeans,electronic,mechanical,photocopying,recording,orlikewise.Forinformationregardingpermissions),writeto:RightsandPermissionsDepartment,PearsonEducation,Inc.,UpperSaddleRiver,NJ07458.
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Solution Manual For Structural Steel Design, 5th Edition - Page 7 preview imageProsrem#z-4SJrobLEmYTety35PRESER(0R———>2.hzD+hblL+0.5(LrorsorR)Lzlz)+16(8)+0-5(1e)=————3.8pF31.20+1c(Lrovsork)o5Lor05W)12(26)+nefie)+0:5(42)¥————754p5F4.120+HOW+oOSL+0.5(LyorsoR)12(24)+10(42)+0.5(c)+0.5[16)=———T78.8p5F5,———DoesNorCowrmeol,—m8—GyLwuspecrnon)6.090+50W(vor)0.9(24)+1of-42)=—————————————-10.4psF9.———DoesNorCowreol——(ByTwspeenon)MaximumFacroeersLoaos:+78.8pspCase4=4p57CAsog,c/5F2-4©2012PearsonEducation,Inc.,UpperSaddleRiver,NJ.Allrightsreserved.ThispublicationisprotectedbyCopyrightandwrittenpermissionshouldbeobtainedfromthepublisherpriortoanyprohibitedreproduction,storageinaretrievalsystem,ortransmissioninanyformorbyanymeans,electronic,mechanical,photocopying,recording,orlikewise.Forinformationregardingpermissions),writeto:RightsandPermissionsDepartment,PearsonEducation,Inc.,UpperSaddleRiver,NJ07458.
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Solution Manual For Structural Steel Design, 5th Edition - Page 8 preview imageProerew¥2-5]D=¢4psFLsJoopsFaBeamspacing=7Le”p(rr)=¢4(75)=480pLFLp)=Joo(us)<750pLFRCAA—FP2h2D+let+05(Leor50R)h2(480)+1.¢(7950)*——0u77,pie3,lzpo+te(trorsorR)Ho.5Cor0.5W)lz(480)+0.5(750)fe95!pFt/2orhows0SL+0.5/tsor50rR)nz(#80)+0.5(750)ES—957pF5.1.2D+LoE#6.5L40.25t2fdso)+05(7%9)=—os,,k6.090+/oW(noypurr)09(%80)=——00pzpF7.0:9p+log(wevouFr)-0.9(430) —432pLFMAXIMUMFacmccoLoap=[77¢plFCase7.seeSe©2012PearsonEducation,Inc.,UpperSaddleRiver,NJ.Allrightsreserved.ThispublicationisprotectedbyCopyrightandwrittenpermissionshouldbeobtainedfromthepublisherpriortoanyprohibitedreproduction,storageinaretrievalsystem,ortransmissioninanyformorbyanymeans,electronic,mechanical,photocopying,recording,orlikewise.Forinformationregardingpermissions),writeto:RightsandPermissionsDepartment,PearsonEducation,Inc.,UpperSaddleRiver,NJ07458.
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Solution Manual For Structural Steel Design, 5th Edition - Page 9 preview imageProgLem#2-¢D=2psF5212pSF,Ly=15P5F,W=38psF1(-,/oPSFE(+)Beamspacing=6-0D(Pee)=20(c)=120PLF5(per)=12(e)=72perLr(per)=18(e)~/0FPerW(pie)=~38(e)=—216piFor=*lele)=96pLFI140=ffs)—SLBpF2.12D#tel40.5flrorSorR)12(120)+0.5(jp8)=——————————————/[938piF3.120+hiftrorSorR)+0:5Cor0.5W)lio)+1:(108)+0.5(96)=———304.9pLF~~4.120+low+0.5L#os(LrovSorR)referrofse)+osfr0e)=44PF520+Log#0.5L+0.25li2f1zo)+0.2(72)se}53.4pF6090+1ow(oper)09(izo)+rof-228)«+——_ _j0.0pF7.——DoE3NorConmeot-8yTwspeerioNAXiMOM FAcroneyLoags:JetsPLFCASE3,Downwaresee7-6©2012PearsonEducation,Inc.,UpperSaddleRiver,NJ.Allrightsreserved.ThispublicationisprotectedbyCopyrightandwrittenpermissionshouldbeobtainedfromthepublisherpriortoanyprohibitedreproduction,storageinaretrievalsystem,ortransmissioninanyformorbyanymeans,electronic,mechanical,photocopying,recording,orlikewise.Forinformationregardingpermissions),writeto:RightsandPermissionsDepartment,PearsonEducation,Inc.,UpperSaddleRiver,NJ07458.
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Solution Manual For Structural Steel Design, 5th Edition - Page 10 preview imageProsem*2-7_JRooLEMT2-733/,DD=z/00=————Joop5F2D+L=100+9p=—-——J70psF3.D+(lror5org)=foo#30=————/30P5F4.D+0-75(t)#0.75[LvorsorR)106+0.75(70)+0.7570)=————[75psF~—5.Dt(0.6Wer0.7E)=100+OJoopsFba.D+0.75L+0,75(0.eW)+076(lsorSorR)loo+075(70)+040.75(30)———175psFbb.D+0.75,+0750.7£)+0.75(=)100+075(70)40+0.75(30)——175p5F706D+ow (vpLirr)ot(iwo)+oooNobopF(oie)806D+0.76(vpurrT)ow(100)#0——No(GOPSF(opLiFr)GoverningloaD=[75PSFCase4.sec©2012PearsonEducation,Inc.UpperSaddleRiver,NJ.Allrightsreserved.ThispublicationisprotectedbyCopyrightandwrittenpermissionshouldbeobtainedfromtheola:7.toanyprohibitedreproduction,storageinaretrievalsystem,ortransmissioninanyformorbyanymeans,electronic,mechanical,photocopying,recording,orlikewise.Forinformationregardingpermission(s),writeto:RightsandPermissionsDepartment,PearsonEducation,Inc.,UpperSaddleRiver,NJ07458.
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Solution Manual For Structural Steel Design, 5th Edition - Page 11 preview imageProgLem#2-8_RoBLEW7£793°lsD=12000=—7,000/bZ,D+L=Jz7,0003:—mM———_/7,000/63.p+(LroersorR)=1Z,000+2,000/b4.D+075L4075(LyorSor)/yeeos—02,000/b5D+(06Woro.7¢)/3000+0452000)43,200/b+—ba.D+0.75L+0.75(0.6W)40.75(LrorSorR)12,000+0+0:75(0.t)5%000+0——35,400/bGb.D+0.75L+075(0.72)+0.75(S)1200040=————1;pon/b7.0.D+0.6W(vpLiFT)Oito(12,000)+0.6(-52,000)=—_—=24,000/b(vpLiFr)8.06:6D+0.7&062,000)02——nnJb(Nopier)GOVERNIn&loaps:+43,200[hbCase4.-24,000/bCase7,sre”©2012PearsonEducation,Inc.UpperSaddleRiver,NJ.Allrightsreserved.ThispublicationisprotectedbyCopyrightandwrittenpermissionshouldbeobtainedfromthebztoanyprohibitedreproduction,storageinaretrievalsystem,ortransmissioninanyformorbyanymeans,electronic,mechanical,photocopying,recording,orlikewise.Forinformationregardingpermission(s),writeto:RightsandPermissionsDepartment,PearsonEducation,Inc.,UpperSaddleRiver,NJ07458.
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Solution Manual For Structural Steel Design, 5th Edition - Page 12 preview imageProprem#2-9>=}I.D=9%0c02—————————Soop[bh22.b#+L=9000+5000=—/4000/b3,D+(trorS4,7)=90006+1500=———//,500/b4,D+015L+0.75(LsorZorK)9000+075000)+6.75(2500)=———Ji,625/b5D+(o.eworoi7e)Jooo+07(¢500)Ee/3,550/bba.Dt075.+0.75/04W)+075(LiorSorrR)9000+075(5000)1-040.75(2500)—M25[bGb,b+0.75+0.75(0.78)+0.75(LrorSoR)900040.75(5000)#0.75(0,7)(%560)+075(2500)*18,037.5[}+—70.6D#O.WVPLier0-6(s000)+0f——————syo0lb(eo)8.01D+0.7EvpuFrVebnrr,ot(9000)#6.7(-6500)=—g50/b(wo5opLiET)OVEeNngLoos/3,032.5/bcase(gq,-NoUpLiprsevoapromrapadyeton,Sorogenaeiovaysl,oryansmisaionayfarmofbynymane,Sache,moehaMGalPottyn,resorting,owis.Forlidpermissions),writeto:RightsandPermissionsDepartment,PearsonEducation,Inc.,UpperSaddleRiver,NJ07458.
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Solution Manual For Structural Steel Design, 5th Edition - Page 13 preview imageProglem#7-j0)l/l.D=24=24parHi2.D+L=24=-—24psDt(Lrorsor)24410—40PsF4D+075.4ps5[trorSorR)24407501)#——5,p5F5D+(otwor0.7)24+o006(4z2)=49.2psFbab+07514075(0.0w)+075(4,orSorR)24-40+075(0.6)(4%)1075(1p)r——54,9psF<—Ob:D+075L40.75(0.7£)pp75(trors,R)24+o+0+075(te)s—3¢PSF706D+0.WUpLiFTOc(2)ol-hz)s————jogpopOp8,0.00+o0.7OpLIFTot(z4)pp-14dpsp(NovpLiFr)GOVERNING[paps-HOPECasega.—/0.8%/FSFCass7,OprirrSF2-10foSmSoinoryenaoylreltmn)pha.ei.HoeFo!3
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Solution Manual For Structural Steel Design, 5th Edition - Page 14 preview imageProprem#2-1>D=t4psFL=|0opsFaBeamspaciwg=9Le”D0(me)¢4(23):480puFL(Pep)=100(15)=750pFz0-480=-_—YgopF20D+L=Y80#750=—/230pur.3.D+?(LrorSorR)=480=—02480pur$D+075.+0.75[erorSorKR)430+0.75(750)«=———————b42.5pur5,0.LW”04(06M076)ipspypuba.D+075L+075(view)$075(LyorSo,7)950+075150)———ouJosspei0.;75(0.72)#075(thor5,%)480+0175(750)—_104.25pLF76eD+oewvpsFT0.¢[4=(480)4p»——or8.0.40+6.7E&0.6(430EGoveriNgLoApSFC4[230pLF(4asE2.©2012PearsonEducation,Inc.,UpperSaddleRiver,NJ.Alrightsreserved.ThispublicationisprotectedbyCopyrightandwrittenpermissionshouldbeobtainedfromtheiLh)toanyprohibitedreproduction,storageinaretrievalsystem,ortransmissioninanyformorbyanymeans,electronic,mechanical,photocopying,recording,orlikewise.Forinformationregardingpermissions),writeto:RightsandPermissionsDepartment,PearsonEducation,Inc.,UpperSaddleRiver,NJ07458.
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Solution Manual For Structural Steel Design, 5th Edition - Page 15 preview imageProprem#Z-)2ooD=zop3FSS/Zp,Lrei8psE,wTF8pFt(3g+bdBeamspacing=¢lo”#reet+)DO(per)=zo(c)=20pFs(pPF)=12(e)=72purLr(pir)=78[¢)=Jo%pFW(pir)=-38(e)=~222piF+16(6)=9purbh0=joz——000ZopLF2.b4Lror—4,PLF3.D+(Lror5oprR)=Jéo+103=—228pLF4.0+054075(Lyor5ovrK)/20+075(108)—24PLF5.D+(0.Worp.7e)leoop(9g)s—/77.¢pLFba.D+075L+075(0ew)4075(trorSop)120+0+0.75[0:6)(96)+075(108)e—244.4PLFCb.D+0.75L+0.75(0.7€)#0.75(trorsorgr)lzo+0+0+o7s(3)=26)LF7,6D+0.¢W(27)=os(izo)+0(-223)=—————“G4FpFpurrGoverningLoAps:|Z¥%LpLFCasega.—CHBpLFCASE7,yper_—WeBOrrmEEEieFatesaeorisconsDepammantPamreonEnsenneUmerSacksoverNs074s.
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Solution Manual For Structural Steel Design, 5th Edition - Page 16 preview imageChapter3>Program#3ElLeerTo[PL%xe2-—|00-0—Boltsare.3/4"¢NetAsYas)1(YarJo)(4)=Froprem#3-2.—_—oLOOreX12o0-0—-—0-0©BSBoltsave1"Nemd=Ixiz-2[1+g)(1)=|975in?PROBLer#3-3[Roprem#3-3Wizx40(A=17w*,t=0.5)~~INT,Tp=0.515mm,tw=0.295m).Bottare"gdNer4=17-y(a+Ye)(0.515)-2(%+z(0-295)NerA=9,322—_—aAInc.,UpperSaddleRiver,NJ.Allrightsreserved.ThispublicationisprotectedbyCopyrightandwrittenpermissionshouldbeobtainedfrom2apriortoanyprohibitedreproduction,storageinaretrievalsystem,ortransmissioninanyformorbyanymeans,electronic,mechanical,photocopying,recording,orlikewise.Forinformationregardingpermission(s),writeto:RightsandPermissionsDepartment,PearsonEducation,Inc.,UpperSaddleRiver,NJ07458.
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Structural Steel Design by Jack C. ...

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Solution Manual For Structural Steel Design, 5th Edition - Textbook Guides | Civil Engineering