Solution Manual for Structural Steel Design, 6th Edition
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CHAPTER 3 _ 3 Progrem #3 i LRoBLEM 3-1 ral L 4 X 4 X Va | -~ | oo °Q — Bolts are. 7/p "¢ Net A= 1.93 - 2(7fs+ Ys) (14) = 1/43 nz] | froprem #3-2. | SE [Pa rio vv | 53d ¢- o 0 | | Notts arc %'¢ | Her A= 10(3) - 2 (314) - | PRoBLaR) #33 -_— = ~WEX[8 (A=526m7%, tr = 0.330 m, | tw = 06,230 mr) | | Boct are 34" Ner A = 5.26 - y (%+Ys)(0330) - 1% +Yfz )(0-250) ers spe he Page 2
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Proprem #3-4 3 7%" 9 bolts & =~ (a= 9.13 m% tyes 01400 mw) PropLem #3.5 _froBLEMm H3-5 |v LéxyX3y (A=3249m) [= J —N Bolts are 4" Were a4 — (D(%th) (35) [246 m7] FRovrem #35-¢ _fRobLem #3-¢ CroXZ0 (A-587 M7, ty0.370m) | A Bolts are %'p NET A= 5.87 - 2 (3/4 th) (0379) Spe 3-2 Page 4
rootem” 5-7 wioxss (A= 15.8 w=, & = 0.615 mw, tw 037m 1 T bolts are Tf3" NeT A = 158-4 (Yet fs )(oer5)-1 (Yat lhe )(0-57) ON al Prog Liew #3-3 | Vas 2X8 | | wr7 x24 (A=207m%, tp = 0595 nN) ( bolts are 34." ¢ Aqross= 1.07 + ("he x8) = [1.07% Ner A= 11o7 = 2 (%+Ys )(1f) = 2 (Ya +)g)( 0525) sFe’ 3.3 Page 5
_Proeiem #3-9 :B A PL 34x 7 a J | —— oo a N B 3" ps Ed | —+et |” | ER PO cE oo , | 2" s bolts are 34. ) | _Ner peers | on ages [7"- (ere) (3) = 4,59 in? | Ae DE ; [7- @% +15) + oop =4.9 NCe— | 4(3 | ( | _PrRobLem #3-10 | PEM. p3-lo, Nn Vea / x 10 / B= 2” ——| E e { 5 s & — | ) Bo 3" 9 “ 2 bolts are 73" —— 2s Ne7 Areas | ABCD; [10- (+s) | (10) = 8.00 In? | ABCcp: i CCo: [ro - 3( 757k) + 5 JGro)- 76T INE er ca sre.’ 3-4 Page 6
_frovLem #31 : Ap 1G 2 TE) bike ip i Bi 7 \ ” + —£, PL 7/5 X12 | 2" EC ) Ner wiorys ABC: Jz - G(s +s) = 1.00 ABE: 17 - (Wari) + (2)* | { 2)" 27 033 | 20) 10.33 4 | TELE: Iz - 2s rp) ¢ (3) 10.32 pn) —n 4(7) GFB pe, 1Z- 3(7g+) (5)* : gris) + 81° 4 (2) 1,60 ay Ceo GFBC ja _ 5 (Yas) £2 = Ise N (7st V5) + 75 / NET pags = 0.37 (0375): 9.05 m*] sfc. * eo Page 7
| Proper) # 3-12 z ee Al v [ 2" z[" Bd ® | \ | J ] Ke | - A | | 3" 4% —p | 1 \ [ : | 3! | n A | nh | 32 Ba | Lsxaixle — cE oo | (4=4,00N%) FLamepng , 1c ANGLE Bolts are 7"p Fo | Ner wiorw's ABC: 8 —()( tts) = 7.13 W | | | ABoe : 8 — 2( 2 + 45) +05)" 58 4 (4.5) L Neer Azea = 433 (0:5) [2.12 we] — OR— [Ner AtEAS ABC hoo (Nhtfs)(s:5) = 3.50 m* | ABDE + 4000 ~ (OY 3p )nis) + (45) 05 ? 3.49 we @ e+ )(o 5) 4/45) ( ) | sre + Page 8
| fRosrem 3-13 BR A Lo E | oh _) By Ns ” | Ne | 5 4° 8 | cl £ p! | 3 | Asc = & ~ I (1s +z) = 7 001A | ( ( s? ¢ s2 | Appe= 8—- 2([7Yg +/ (1) —— = 00+ S° Vs +s) ) 700) = | Evanng ; | 7.0 = g, 0p + 57% 2 [5=#00 i] Vo PRosLem 3-14 A | 1 ( an I 8 - . Ner wigs : | 1 NUE 2 1 A ” 8" Asc: B-2(3440%) = 4.25 1m cde . By | Avec ss -s(yp) (2) 5; HL =5.375 2 EQuaning : 15-5375 + 5° | 4 SFCV 37 Page 9
_ProBriam 3-)5 3 [2 Al | i; A i! | 32 | sl “ull BN 8 & iN ol |1s% | 4/23) LNG gy | NaS To c E | (BY TT | (a) | NET wrorrys ABC = 15.50 = 13 wife) = 1402S w | 4 a _ 5% 23.75 4 S°? BODE = /5.5p 2 (et 3) + (1) 570 3¢ | EQUATING | | (b) An IFS =geo mW | A ( ’ BoE = [550 2% 115) + (1) [2° ) V5) + 1) (Fo | = [4.2 yy WS t4ezs W (ase) | Controls | Nes AREA = / - | { 1121) - 1m? =A, ind 3-3 Page 10
_Roslem 3-16 z C12 X30 A= BBLN tur F050 W a [ | 2 B |