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Solution Manual for Structural Steel Design, 6th Edition - Document preview page 1

Solution Manual for Structural Steel Design, 6th Edition - Page 1

Document preview content for Solution Manual for Structural Steel Design, 6th Edition

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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Page 1 of 16
Solution Manual for Structural Steel Design, 6th Edition - Page 1 preview imageCHAPTER3_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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Solution Manual for Structural Steel Design, 6th 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, 6th Edition - Page 3 preview imageProprem#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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Solution Manual for Structural Steel Design, 6th Edition - Page 4 preview imagerootem”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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Solution Manual for Structural Steel Design, 6th Edition - Page 5 preview image_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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Solution Manual for Structural Steel Design, 6th Edition - Page 6 preview image_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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Solution Manual for Structural Steel Design, 6th Edition - Page 7 preview image|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+
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Solution Manual for Structural Steel Design, 6th Edition - Page 8 preview image|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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Solution Manual for Structural Steel Design, 6th Edition - Page 9 preview image_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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Solution Manual for Structural Steel Design, 6th Edition - Page 10 preview image_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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Solution Manual for Structural Steel Design, 6th Edition - Page 11 preview image|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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Solution Manual for Structural Steel Design, 6th Edition - Page 12 preview imageProprem3-181]&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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Solution Manual for Structural Steel Design, 6th Edition - Page 13 preview image|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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Solution Manual for Structural Steel Design, 6th Edition - Page 14 preview imageProprem3-21Rzo085"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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Solution Manual for Structural Steel Design, 6th Edition - Page 15 preview image|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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Solution Manual for Structural Steel Design, 6th Edition - Page 16 preview imagePeople)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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Subject
Civil Engineering
Textbook
Structural Steel Design by Jack C. ...

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