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Solution Manual for Structural Steel Design, 6th Edition

Struggling with textbook problems? Let Solution Manual for Structural Steel Design, 6th Edition guide you through with clear, step-by-step solutions.

Noah Russell
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CHAPTER3_3Progrem#3iLRoBLEM3-1ralL4X4XVa|-~|oo°Q—Boltsare.7/p"¢NetA=1.93-2(7fs+Ys)(14)=1/43nz]|froprem#3-2.|SE[Pariovv|53d¢-o0||Nottsarc%'¢|HerA=10(3)-2(314)-|PRoBLaR)#33-_—=~WEX[8(A=526m7%,tr=0.330m,|tw=06,230mr)||Boctare34"NerA=5.26-y(%+Ys)(0330)-1%+Yfz)(0-250)ersspehe

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DownloadedfromStudyXY.com®+StudyXYSdYe.o>\|iF’prE\3SStudyAnythingThisContentHasbeenPostedOnStudyXY.comassupplementarylearningmaterial.StudyXYdoesnotendroseanyuniversity,collegeorpublisher.Allmaterialspostedareundertheliabilityofthecontributors.wv8)www.studyxy.com

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Proprem#3-437%"9bolts&=~(a=9.13m%tyes01400mw)PropLem#3.5_froBLEMmH3-5|vLéxyX3y (A=3249m)[=J—NBoltsare4"Werea4—(D(%th)(35)[246m7]FRovrem#35-¢_fRobLem#3-¢CroXZ0 (A-587M7,ty0.370m)|ABoltsare%'pNETA=5.87-2(3/4th)(0379)Spe3-2

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rootem”5-7wioxss(A=15.8w=,&=0.615mw,tw037m1TboltsareTf3"NeTA=158-4(Yetfs)(oer5)-1(Yatlhe)(0-57)ONalProgLiew#3-3|Vas2X8||wr7x24(A=207m%,tp=0595nN)(boltsare34."¢Aqross=1.07+("hex8)=[1.07%NerA=11o7=2(%+Ys)(1f)=2(Ya+)g)(0525)sFe’3.3

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_Proeiem#3-9:BAPL34x7aJ|——ooaNB3"psEd|—+et|”|ERPOcEoo,|2"sboltsare34.)|_Nerpeers|onages[7"-(ere)(3)=4,59in?|AeDE;[7-@%+15)+oop=4.9NCe—|4(3|(|_PrRobLem#3-10|PEM.p3-lo,NnVea/x10/B=2”——|Ee{5s&—|)Bo3"9“2boltsare73"——2sNe7Areas|ABCD;[10-(+s)|(10)=8.00In?|ABCcp:iCCo:[ro-3(757k)+5JGro)-76TINEercasre.’3-4

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_frovLem#31:Ap1G2TE)bikeipiBi7\”+—£,PL7/5X12|2"EC)NerwiorysABC:Jz-G(s+s)=1.00ABE:17-(Wari)+(2)*|{2)"27033|20)10.334|TELE:Iz-2srp)¢(3)10.32pn)—n4(7)GFBpe,1Z-3(7g+)(5)*:gris)+81°4(2)1,60ayCeoGFBCja_5(Yas)£2=IseN(7stV5)+75/NETpags=0.37(0375):9.05m*]sfc.*eo

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|Proper)#3-12zeeAlv[2"z["Bd®|\|J]Ke|-A||3"4%—p|1\[:|3!|nA|nh|32Ba|Lsxaixle—cEoo|(4=4,00N%)FLamepng,1cANGLEBoltsare7"pFo|Nerwiorw'sABC:8—()(tts)=7.13W|||ABoe:8—2(2+45)+05)"584(4.5)LNeerAzea=433(0:5)[2.12we]—OR—[NerAtEASABChoo(Nhtfs)(s:5)=3.50m*|ABDE+4000~(OY3p)nis)+(45)05?3.49we@e+)(o5)4/45)()|sre+

Page 8

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|fRosrem3-13BRALoE|oh_)ByNs”|Ne|54°8|cl£p!|3|Asc=&~I(1s+z)=7001A|((s?¢s2|Appe=8—-2([7Yg+/(1)——=00+S°Vs+s))700)=|Evanng;|7.0=g,0p+57%2[5=#00i]VoPRosLem3-14A|1(anI8-.Nerwigs:|1NUE21A”8"Asc:B-2(3440%)=4.251mcde.By|Avecss-s(yp)(2)5;HL=5.3752EQuaning:15-5375+5°|4SFCV37

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_ProBriam 3-)53[2Al|i;Ai!|32|sl“ullBN8&iNol|1s%|4/23)LNGgy|NaSTocE|(BYTT|(a)|NETwrorrysABC=15.50=13wife)=1402Sw|4a_5%23.754S°?BODE=/5.5p2(et3)+(1)5703¢|EQUATING||(b)AnIFS=geomW|A(’BoE=[5502%115)+(1)[2°)V5)+1)(Fo|=[4.2yyWSt4ezsW(ase)|Controls|NesAREA=/-|{1121)-1m?=A,ind3-3

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_Roslem3-16zC12X30A=BBLNturF050Wa[|2B|”IN?3||LONEs|PLyelo”®|0|3"||I—EEbolts=Toll0|olts=Usd(rye)fsfobs)(@)NetAreas:ABCD=s81-2(Ys+ys)(0512)=7.79In*s?ABecp=8.31—3(7/3+Utg)(05m)+2(75eee)7.28+0,0855%EQUATING7,79=7.28+0.0855°L585=245IN(b)Anz779°SFC3-9

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|RR-1BETA:DaTL1oeETTa||144"|=FooI9p"~!20"A|aiNPA|ayon“TTFoBTUZDynIL6X4XY,SLI|NETWI0745!ABeD=9.50-2(+l)=7.75mWABCcEF=9.50-3(YsYg)+(1)ba=7,10INConrppls:An(2As)=7=News)=70(1)(2)=|7.00mn?=An(zangles)||OR(ALTER7JolvmionMerion)|AReas|GrossAreasiTingleAngle=4.75wm*|Pa+hdscp475=2(%t6)(14)=7.89wz|Fath:’CRASCEES45-5(Vesp)()+(03(050)=BEE+(2.5)MN|ConbrolsAn(2Anges)-2)=(GLES)=3.55(2)7.00NZ=Ap(2Angles)||sev’ate

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Proprem3-181]&3477i--E_:|ials/|4.865"—H-EAT--Bg[e][0]-IE2"1]0.510"_,|."|5|5|.1]4||pe—ke.—)o—|—|4\23i)yi\past413J657ze)"Em"|rz|Ag=0.31WEo.501"olWH.|VETAkir54fmABco:68-z(1hi)s)fom)=7.79weEFGH:881-27ssip)(0501)=781mw?EFBep:4.8)-2(Yettfo)(0:510)-1(%+8)(0501)|HOLE(13estose)sssfos)|(4505)(re22)=rSee|WIavg.7K,=0,507EFBOGH»8.8]Z(14Ji)(2.510)-2stv5)(0501)+(2)(z)*(0.507)=7.00WW<—4(48e5)\Tr=|.0fewAn+10100)<[de=7007pSFCV3

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|Frosrem3-19:NolX20(ForEacy:A=587m*,Lp=04)3w)‘B|5Ryx16(ForEACHAg=5,00m2tr0.500,)Ap=2(5.87)+2(5.00)-4(5a+Yfg)o13)-(+Uy)o.500)An=18.64in?U(given)=0.90|FroBrLem3-70;Loxsrp(Aq=3.05w*,t=os75m)x=y=1,60INAn=3.05~(4+13)(0375)=272m*a=060(TABLE3-2orMise1260ED3-1)|(Case8)OR=-xX=-3=ou|eh=z|===O07<——LargerfermiHed|(t4se2)|Ae=UAn=0.75%(2.72)|—-~n Le20.29)=¢5"Srv3-12

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Proprem3-21Rzo085"z/—;i3!iBE.IiCRFEENSE|2"En:-0|i2|Lgx4xaJepefelelaalAg=580m=Fe—Tp§bolsMETAREAS:|ABC=5.80~I[Z1)I.o~UFHENY)<=5.30m*®|€=580-27+le)()[04|(b+15)+OLE(5)=worm<—An=4.9710ncaaU=ppo(Case8TABLE3-2oeAlscTALEp34)orq=/-%-|-2%|T=/2%=0929<—hey=t—peeTED(Case2)4Ae=hn=0.929(#97):|AN313

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|Prosrem3-22ooon|BRz0.074")a:Fi:|——’PF|.1.-®\|iHBh2%[\||1CeWEjslo|py||\/||°ofo+|ELIo}|ppc/ixzs|34"&bolts=7324ZrigesFy20-387WNX20.6745|BerdeensrABCD=7.34—2[Yr)0.307)=6.60)N=2NABECD=734=3/3+g)0.987)(2)ah(0.337)=647mkK)An=6.47in*<~——Conholsia(Case2)ThBLe3-7Ue.926ALISCThBLEP3-]Ae:Urb=0.925(¢.47)VeSFC3-14

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People)3-239)_FroBlem)3-23©Wigx50i:—. ———dd15.0"“1EEE+147-iTollboltsbr7.50[=27J#hb|A=1471n?|X=YforWr9x25TINWT9x25Ap14.7-4(7s+13)(os70)=12.42m0=|Y=/-X=/-2.120EAT£4.0.823L/2.0(case2)Aisc7a6LED3.)Us085siycebp7.50"<2%d=25/r8.0)=72.0"(case7)|AscrageD3./Ne=urAn0.35(12.42)ev
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Document Details

Subject
Civil Engineering
Textbook
Structural Steel Design by Jack C. ...

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