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1-14 r --: I-, d X- f--x T WSHAPES tw~ I-- ljj Web Flange Distance Designation A d Thicness t w Width Thicness two T T b 1 f tf In. 2 " In. In. In. In. In. In. In. In. W36x300 88.3 36.74 36% 0.

1 1-14 r --: I-, d X- f--x T WSHAPES tw~ I-- ljj Web Flange Distance Designation A d Thicness t w Width Thicness two T T b 1 f tf In. 2 " In. In. In. In. In. In. In. In. W36x % %6 % % P1JI6 31% 2 1 %6 P/2 x / % % % %6 31% 2 11 /16 Ph x % % % 2%6 Hiz x % % % 31% 2% FII6 x % % % % % 31% 2% F/16 W36x % % % 32% 2%6 1% x % % % % % 32% 2%6 PlI6 x % % % % PII6 32% 2% PII6 x % % % 32% 2 1%6 x % % % % x % % % %6 32% 1% IlIa x % % % /16 32% Plj16 Pia W 33x % % % % 29% 2%6 PII6 x /a % % % % 29% 2lj16 PII6 x % % % Pia 29% 1 1 %6 1% W33x % % % % PII6 29% 1% 1% x % % % % %6 29%:. 1% PII6 x % % % /a 29%' P1JI6 PII6. x /a %6 % % % 29% 1%6 PII6 W30x % % % %6 26% 2% 1% x % %6 % P/16 26% P% x lj % % PII6 26% F/a PII6 W30x % % % % % 1% PII6 x % %6 % % %6 26% Plj16 1 x %6 % % /a 26% 1% 1 xl /a,0.545 %6 % % % 26% 1%6 1 x % % % % % FII6 1 r --: j----. W SHAPES d x- I--X T tw~ I W Nom- Compact Section Tor- Plastic Elastic inal Criteria sional Modulus WI. rt d Axis x-x Axis. conper bf F ' d F III Af stant Zx Z FI. I S r I S r J I-- 2tf t.; lb. KSi Ksi In. In. 4 In. 3 In. In. 4 In. 3 In. In. 4 In. 3 In i ' \.0,... I C" f"" ro ",,-..

1-16 1-17 Y f---, ~ d x~ ~x T WSHAPES W SHAPES d x- r----x T t w ->- I-- W I [ t w->- --- f-, I-- W Web Flange Distance Nom- Compact Section Elastic Tor- Plastic inal Criteria sional Modulus Thicness

2 Y f---, ~ d x~ ~x T WSHAPES W SHAPES d x- r----x T t w ->- I-- W I [ t w->- --- f-, I-- W Web Flange Distance Nom- Compact Section Elastic Tor- Plastic inal Criteria sional Modulus Thicness t WI. w Width Thicness rt d Axis X-X Axis V-V con- Designation A d T h h T 1 per bf FI d F III Af stant t Z:r; Z w bf tf Ft. -" 2tf t I S r w I S r J f-- In. 2 In. In. In. In. In. In. In. In. lb. Ksi In. In. 4 In. 3 In. In. 4 In. 3 In. In. 4 In. 3 In. 3 W 27x % % % % %6 24 F/ x % /16 % Ill % x % % % Illf W 27x % %6 % % %6 24 1% 1% x % % % %6 24 1%6 15h x % % % ;0.745 % h x % / % 24 1% 15h W 24x % Ilf Il116! x % % % % Ill16 21 F/ x N % % % / % Il/16 li _ x % %6 % % /8 21 1% xl % % % % 21 1% W 24x % % % % /8 21 1% 1 I x % % % % 21 1%6 15hi x % lf FI16 1% x % %6 % ' % 15 h 'l W 24x % % % % 15 /) I x % % % % 21 1%6 15 /) W 21x % % % % 18% 1 7 /8 Pill' x % % % % Ill16 18% Jl%6 1 ' i 'x % % % % %6 18% xl % %6 % % % 18% 1% \5hl III xlol % % % lf %6 18% 1%6 15h: I W 21x % %6 % % %6 18% Illf hl x % % lf % %6 18% 1% x % % % % 18% 1% 15l , x Il/ % % % F/16 7/8 i _ x % % % % 18% 1% 7/8 j W 21x % % z % 18% 1% 7/ x % % % % %6 18lf4 1%6 % x % % % % % 1%6 7/ 'KSi!\ lui r:-n,.-. II Il.I I"'IC""TI"T'"".,... C"...,...r-...,... ~~_..._.-

1-18 ~tl -r Y - r-, d x- I----X T WSHAPES t w--. I----- ~L;J W SHAPES 1-19 Web Flange Distance Designation A d Thicness t w Width Thicness t w T T bf tf 1 I 2,. n. In_ In. In. In. In. In. In. In. W 18x119 35.

3 1-18 ~tl -r Y - r-, d x- I----X T WSHAPES t w--. I----- ~L;J W SHAPES 1-19 Web Flange Distance Designation A d Thicness t w Width Thicness t w T T bf tf 1 I 2,. n. In_ In. In. In. In. In. In. In. W 18x % % % % /2 1% 1%6 x % %6 % % %6 15% 1% 1%6 x % %6 % % / a 15% 1%6 7/ a x ~% % % % % 15% I1!I6 7/ a x % %6 % ll!i6 15% 1% 1%6 W 18x % % % % %6 15% 1% 7/ a x % !I6 % % % 15% I1/16 1fa x lf" !I6 % % ll!i6 15% 1% 13/ 16 x lfa % % / % 15lf2 1%6 13!I6 X % % lf %6 15% 1% 1%6 W 18x % % % 15% 1% 13/ 16 x /a %6 % % 15% P!I6 13!I6 x % %6 % / 16 15% P/a % W 16x %6 % % % Plf16 1%6 x % % % % 0:875 1fa 13% 1%6 1fa x lf !I6 % % % 13% I1!I6 7/ a x % % % % ll!i6 13% 1% 1%6 W 16x % !I6 % % ll!i6 13% 1% 1fa x % % % % % 13% 1%6 13/ 16 x % % % %6 13% 1% 1%6 x %6 % % 13% P!I6 13/ 16 x % / 16 % /16 13% Fla % W 16x ~ / a % % % !I6 13% P/a % x % % % % % 13% P/16 % Nominal Compact Section Criteria WI. per bf F'.:!:... F''' FI. 2tf t w ~-+---l ~ ~ Ksi'ln , lui _ _ Tor- Plastic Elastic M d I f r i sional J--:.:;.;0'Tu:;.:u:.:..s--l d Axis X-X Axis V-V con Af 1---,----' ,,.--1 stant IS r IS r J In. 4 In. 3 In. In. 4 In. 3 In. In ' , A,..." I "'T'",...,... C",...,... :.

4 f-+-, [d x- f-----x T WSHAPES t w -- I-<- L:J Web Flange Distance Designation A d Thicness t w Width Thicness T 1 t w T b f tf In. 2 In. In. In. In. In. In. In. In. W 14x % !j16 1% / /16 I1V4 5%6 2%6 x % %6 Flr % / 2 11% 5%6 2!j16 x % % 1% % %6 11% 4 13 /16 x % % P/ % /16 11% 4% 1 1 %6 P3/ 16 x % /16 1% !j2 11% 4%6 1% x % %6 I1V4 3% 1% I 1 W 14x % % 15/ % /16 11% 3 11 /16 1%6 x !j % % % /8 IP/4 3!j2 Piz x % % 13/ % /16 11% 3%6 F/16 x % %6 13/ % /2 11% 3% 1% x % %6 % !j /4 IP/ /16 1%6 x % %6 11/ % /16 11% 2% P/4 x % P/16 % % 11% 2%6 P/16 x %6 9/ % % 11% 2% P/16 x % % % %6 11% "2% 1% x % / 8 7/ % l 1 1r6 11% 2% 1!j16 x % r6 71r % %6 11% 2 1%6 x % % % %6 11% F/ 8 1 x % r6 % % %6 11% 1% 1 r... r---, W SHAPES d x- f--x T t w... I----- LJ Plastic Nom- Compact Section Elastic Tor inal Criteria sional Modulus WI. rt d conper bf F' d F II' Af Axis X-X Axis V V stant Zx Z FI. - I S r I S r J 2tf t w I--- ~ Lb. Ksi Ksi In. In. 4 In. 3 In. In. 4 In. 3 In. In.4 In. i In lui : AMERICAN INSTITUTE OF STEEL CONSTRUCTION

5 1-22 _ I-<-, [d Xc-- -x T WSHAPES. t..- ~ L:J Web Flange Distance Designation A d Thicness t w Width Thicness T 1 t w T bf tf In. 2 In. In. In. In. In. In. In. In. W 14x % % % %. L % 1 11 /16 x % 0.59Q %6 % % %6 11% 1% 1%6 xl % % % % /8 11% 1%6 7/8 X % % % % % 11% Fh6 7/8 X h6 % % h6 11% 1% 7/8 W 14x % % % % % 11 1% 1 x % h6 % % %6 11 1%6 1%6 x h6 % % 11 JI/2 1%6 x % % % % 11 F/16 1%6 W 14x % % % h h6 1%6 x % %6 % % 11 1% % x 43 12: % %6 % % 11 1%6 7/8 W 14x % %6 % % % 12 1!j16 % x / 16 % % / % x ' / % 1/ % % 12 1%6 5(8 W 14x % % % %6 12 1%6 %6 x % % lfs %6 12 % %6 15 /16 L _ I-<-, t..~ f--- W SHAPES d x- i--x T L~J Compact Section Tor- PlastiC Nom Elastic Modulus inal Criteria sional WI. d Axis X X Axis V-V conrr stant Zx Z per bf F ' d F'll Af -' I S r I S r J Ft. 2tf t '-., I--- ~ w IfI. In. 4. In. 3 In. In. 4 In. 3 In. In.4 In. 3 In. 3 Lb. Ksi Ksi ' :

1-24 r ~tf Y -+ /-<-, d X- I---X T WSHAPES t w - I-<- llj Web Flange Distance Designation A d Thicness t w Width Thicness T 1 t w T b.f tf In. 2 In. In. In. In. In. In. In. In. W12x336 98.8 16.

6 1-24 r ~tf Y -+ /-<-, d X- I---X T WSHAPES t w - I-<- llj Web Flange Distance Designation A d Thicness t w Width Thicness T 1 t w T b.f tf In. 2 In. In. In. In. In. In. In. In. W12x / % 7/ % %6 9!j A6 1% x3d % % 1% / A6 9% 3 7 A6 F/16 x / % % % !j2 9% 3%6 P/8 x % % 11A % 9!j A6 1%6 x %6 11/ / !j16 9!j2 2% 1% x % PA6 % % F/8 9% 2% 1% x % A6 9/ % % 9% 2 7 /16 PA6 X %6!j % %6 9!j2 2% 1'/8 x % fa % % % 9!j2 2% 1'A6 x % %6 7/ % % 9% 1 15 /16 1 x % /16 % % % 9% 1'%6 1 x / % % !j % 1 11 A6 1%6 X % %6 % % /8 9% 1% 7/8 x !j % Vi % / 16 9% 1'/2 1fa X % 0.470!j2 % % % 9!j2 1 7 A6 7/a x !j %6!j /16 9% 1% 7/8 x % % 3/ % 9% 1%6 13A6 W 12x % % % % 9 1 /2 1% 13A6 x % 3/ %6 9% 1% 13/ 16 W 12x !j % % % % 9!j2 1% 13/16 x %6 3/ %6 9% 1% 13/ 16 x %6 3/ % 9% 1% % w12x !j %6 % % % 10% 1 %6 x % % % % /16 10% 1%6 % x % % % % % 10!j2 7/8 % W12x / % % %6 10% 7/8!j2 x % %!j % 10% 13A6 % x % % 3" !j4 10% % % x / %6 % % 10!j2 11/16!j2 -+./-<-, l~ W SHAPES d x- I---X T t",- I-<l1J Nom- Compact Section Tor- Plastic Elastic Modulus inal Criteria sional WI. d Axis X-X Axis - conrt per stant bf F' d Z% Z _0 F '" Af FI. I S r I S r J 2tf t w In. 4 In. 3 In. In. 4 In. 3 In. lb. Ksi Ksi In. In. 4 In. 3 In. 3 ~ ~ HI ; i : : _ \ ,

7 [ -+- r--, d x- I--X T WSHAPES t,:.-->- I-- LJ Web Flange Distance Designation A d Thicness t w Width Thicness T t w T 1 bf tf In. 2 In. In. In. In. In. In. In. In. W lox % % % % % 7% 1% 1%6 x % ll!i6 % % %. 7% 1% 7/8 x / % 5/ % % 1% 13!I6 x pO 10% % % % % 7% 1% 1%6 x % % % % % 7% 1% % x % /16 % % ll!i6 7% 1%6 % x % % % % 7% 1% ll!i6 x %6 % %6 7% P!I6 ll!i6 W lox % % 3/ % 7% 1% 11/16 x / %6 % J2 7% 1% 11/16 x % /16 3/ /16 7% 11J16 ll!i6 W lox % /16 3/ % % 8% 15 /16 1J2 x % % % % !I6 8% 7/8 % x % % % % % 8% % % W lox % % % % 8% 13 /16 % x % % % /16 8% % % x % % % 8% 11/16 7/16 x / !I6 % %6 8% % 7/16 [ ~ r-, W SHAPES d x- f--x T. t,,-->- I-- Lj Nom- Compact Section Elastic Tor- Plastic inal Criteria sional Modulus Wt. rt d Axis X-X Axis V V con per bf F' d Fill stant Z:r; Z Af -' Ft. I S r I S r J 2tf t I--- - w Lb. Ksi Ksi In. In. 4 In. 3 In. 1Jr. 4 In. 3 In. In. 4 In. 3 In AMERICAN INSTITUTE OF STEEL CONSTRUCTION

1 28 r... I--, d x- I--X T WSHAPES t w->- ->- l-j Web Flange Distance Designation A d Thicness t w Width Thicness T t 1 w T bf tf In;2 In. In. In. In. In. In. In. In. W8x67 19.7 9.00 9 0.

8 1 28 r... I--, d x- I--X T WSHAPES t w->- ->- l-j Web Flange Distance Designation A d Thicness t w Width Thicness T t 1 w T bf tf In;2 In. In. In. In. In. In. In. In. W8x / 16 % % / 16 6%' FI x % % % lf % 1% ~ x % % % % % % x % % % % %6 6% Ilf16 % x % /16 % % 1 %6 x %6 % % %6 W8x /16 3/ % % 15/ 16 9/ 16 x / lf4 % % % 6% 7/8 %6 W8x % % % % % 6% 13/ 16 % x % % % lf /16 6% % 7116 W8x lui 8% % % %/,,- 6% % % x % % x % 6% xl / /16 % /16 6% % 7/ 16 ~-- W6x % /16 % % / 16 4% 13/ 16 7/ 16 x % % % % 4% % 7116 x % % % 4% % % W6x % lf4 % : % 4% % 7116 x % % 'I lf4 4% % % x % %6 % '" %6 4% %6 % W 5x % % % lf2 1%6 7/ 16 x % % % 3% % 7116 W4x % % % % 2% r... r--, W SHAPES d x- I--X T t,,->- I--- L:J Nom- Compact Section Elastic Tor Plastic inai Criteria sional Modulus WI. rt ~ Axis X X Axis. con per bf F I d F III At stant Zz Z FI. I S I S 2tf t,;; r r J f--- Lb. Ksi In. In. 4 In. 3 In. In. 4 In. 3 In. In. 4 In. 3 In. 3 "Ksi : ; i I 28! _. AMFRICAN INSTITUTE OF STEEL CONSTRUCTION

9 , r ->- r-, d x- t--x T M SHAPES t,,~ t--- W Web Flange' Distance Max. Flge. Grip Fas- Designation A d Thicness t w Width Thicness T ten- 't w T b f tf er In. 2 In. In. In. In. In. In.. In. In. In. M 14x %6 % / fa 114 % M 12x / 16 % % % 9/ 16 % - M 10x / 16 % % / /8 %6 %6 - M 8x i % % / / 16 - M 6x % % fs 4% 7/ 8 % 7/ 8 M 6x V8 V F/ / 16 5% 7/ 16 3/ 16 - M 5x %6 3/ / 16 3% 7/ 8 7/ 16 7/ 8 M 4x % % % 2% 13/ 16 % % r ->- f-'-, M SHAPES d x- r--x T tw~ I-- W Compact Section Tor- Plastic Nom- Criteria Elastic sional Modulu's inal WI. rt d Axis X-X Axis. con per Fl bf F/ d F ", stant Zx Z - At I S r I S r J r--- 2tf ~ t w Lb. Ksi In. In. 4 In. 3 In. In. 4 In. 3 In. In. 4 In. 3 In , ' I, - I

} 32 t ~tt Y d x- I-X T S SHAPES ~: I-<- Gript W Web Flange Distance Max. Flge. Designation A d Thicness t w Width Thicness Grip Fas T ten t w "2 bf tf er In. z In. In. In. In. In. In. In. In. In. S 24xl21 35.

10 } 32 t ~tt Y d x- I-X T S SHAPES ~: I-<- Gript W Web Flange Distance Max. Flge. Designation A d Thicness t w Width Thicness Grip Fas T ten t w "2 bf tf er In. z In. In. In. In. In. In. In. In. In. S 24xl % / Ilf16 20lfz 2 PIs 1 xl lfz % % /s %6 20lfz 2 PIs 1 S 24xl % % lf Js 20% 1% 7/s 1 x % 5/ % Js 20% 1% 7/s 1 x % % Js 20lfz 1% 7/s 1 S 20x lf / % /16 16% 1% 15 /16 1 x lf /16 % /16 16% 1% 15 /16 1 S 20x % 5/ % /16 16% 1% 13 /16 7/s x lfz % % A6 16% 1% /s S 18x % % lla6 15 Piz /s x /16 lf lf16 15 Plz 11A6 7/s S 15x %6 % % % 12% Pis %6 % x /16 lf lfz % 12% Pis %6 % S 12x /16 % lfz lla6 9% F/16 11A6 % x /16 lf % /16 9% F/16 % % S 12x lf % %6 9% P/16 lfz % x % % %6 9% 1 3 /16 lfz % S10x % 5/ lfz 7% Ilfs lfz % x %6 3/ % lfz 7% Pis % % S 8x /16 % % A6 % x lf4 % / /16 % S 7x /16 % /s % 5% 1%6 % % x % lfs % % 5% 15 /16 % % S 6x lf % % 4 1 /4 7Js % % x lf4 % % % 4lf4 7/s % - S 5x lfz % lf %6 3% 13 /16 5/16 - xl %6 % %6 3% 13 /16 5/16 - S 4x A6 3A % /16 2lfz % 5/16 - x /16 % % /16 2% % 5/16 - S 3x % % lfz % 1% 11/16 % - x lfs /s /4 1% 11A6 1/4 - /1 Y t F----- S SHAPES d x- i---x T L:': -, f..- Gript W Compact Section Tor Plastic Nom- Elastic Criteria sional Modulus inal WI. rt d Axis X-X Axis. con stant per Ft bf F/ d F/" Zx Z - At I S r I S r J I--- 2tf I-- t w Lb. Ksi Ksi In. In. 4 In. 3 In. In. 4 In.3 I In. In. 4 In. 3 In i ~ ; H : l } 33 A r-r""o... A... t".c'titiitc AI::". c:.tl= 1= I ~nn~trijc:tion

11 ~, l' --rd X- I---X T HP SHAPES tw~ f--- W Web Flange Distance Designation A d Thicness t w Width Thicness T 1 t w T br tr In. 2 In. In. In. In. In. In. In. In. HP 14x % % % /16 11% 1% P/16 xl ' % % % 1% 1 x % % % % % lil/4 1%6 1%6 x % % % % % 11% % HP 13xl %,0.765 % % % % 10% FI16 1 x % % /16 10% 13/8 1%6 x % %6 % %6 10% 1% 1%6 x t!j % / /i6 10!j4 1% 1fa HP 12x ' % /16 % % % 1% 1 x % % % % % 9% 1%6 1%6 x % % % % 9% 1% 1fa x % % % 1% % HP lox %6 % % %6 7% x % % % /16 7% PI16 % HP 8x % % % 1%6 % --r- ->- I---, HP,SHAPES d x...,-- I---X T t'"~ f--- W Plastic Nom- Compact Section Elastic Tor- Modulus inal Criteria d sional WI. rr Ar Axis X-X Axis - conper br F I d stant Zx Z F;" Ft. - I S r I S r J 2tr t w I-- Lb. Ksi Ksi In, In,4 In. 3 In. In. 4 In,3 In. In. 4 In. 3 In. 3 I ,150 ' '

1-36 x_ r..- t J,t, CHANNELS T x X id AMERICAN STANDARD "e" - ~" ~Grip Y"l b---: Web Flange Distance Max. Flge. Designation A d Thicness t w Width Average Grip Fast w T b f thicness T tentf er In.

12 1-36 x_ r..- t J,t, CHANNELS T x X id AMERICAN STANDARD "e" - ~" ~Grip Y"l b---: Web Flange Distance Max. Flge. Designation A d Thicness t w Width Average Grip Fast w T b f thicness T tentf er In. 2 In. In. In. In. In. In. In. In. In. C 15x HA6 % % % 12% F/16 % 1 x40 1Lli % % % % 12% 1 7 A6 % 1 x % %6" % % 12% FA6 % 1 C 12x % % % lj2 9% IVs % 7/S x % %<i lj2 9% 1% % "1fs x %6 % % 9% 1% % 1fs C 10x HA6 % A A6 % x lj2 % /S / /16 % x % % % / A6 % x / 4 % % A A6 % C 9x A6 % % A6 7% 1%6 7/16 % x %6 % % /16 7lJs 15/ 16 7A6 % x % % % /16 7% 1%6 7A6 % C 8x liz % % % 6% 15/ 16 % % x %6 % % % 6% 1%6 % % x % % % % 6% 15/ 16 % % C 7x A6 % % % 5% 7/S % % x %6 % % % 5% 1fs % % x %6 % % % 5% 1fs % % C 6x A6 % % %~ 4% 13/16 %6 % I x %6 % % 13A6 % % x %6 Va /s %6 4% 13/ 16 5A6 % C 5x %6 % F/s %6 3% % %6 % " x %6 % % %6 3% % - - C 4x %6 % % %6 2% HA6 %6 % x %6 % % %6 2% 11/ C 3x % % % % 1% 11A6 - - x / 4 % % % 1% W x '0/16 % Hs lj4 1% HA6 - - CHANNELS o x_ r..- ~ t, AMERICAN STANDARD T X X d e" + - ~" ~Grip ' I b/ Shear Axis X-X Axis V-V Center Nominal x loca- d Weight tion Af per Ft. eo I S r I S r In. In. In. 4 In. 3 In. In. 4 In. 3 In " Un : ] AMERICAN INSTITUTE OF STEEL CONSTRUCTION 1-37

13 1-38 x_ '!.-- ~ t, T CHANNELS T x X 'd MISCELLANEOUS Designation - ~. e. ' I b/ t Grip Web Flange Distance Max. Flge. Average A d Thicness t w Width Grip Fas- thicness T tentt w T b f er In. 2 In. In. In. In. In. In. In. In. In. MC 18x ll!i6 % % % 15lj4 1% % 1 x % % % % 15% 1% % 1 x % % % 15% 1% % 1 x !I6 1/ % 15% 1% % 1 MC 13x %6 % % % 10% 1% % 1 x %6 % % % 10% 1% %6 1 x /16 % % % 10% 1% %6 1 x % % % 10% 1% %6 1 MC 12x %6 7!I6 4.13,5 4% ll!i6 9% 1%6 ll!i6 1 x ll!i6 % ll!i6 9% 1 5 /16 11/ 16 1 x %6 % % / 16 9% 1%6 ll!i6 1 x !I6 1/ % ll!i6 9% 1%6 ll!i6 1 MC 12x % % % % 9% 1%6 % % x % % / % 9% 1%6 %6 % x !I6 % / % 9% 1%6 %6 % MC12xl / 16 % L500 1% %6 10% ll!i6 - - Mc 10x %6 % % %6 7lj2 1% %6 % x Q %6 % % %6 7lj2 1% %6 % x !I6 3/ / 16 7% I1I4 %6 % MC 10x % % % %6 7% 1% %6 % x !I6 % % % 7% 1% % 7/ S x %. % % %6 7lj2 1% %6 % x !I6 % % % 7% 1% % % MC lox %6 l!i % % 8% ll!i6 - - MC lox % % % %6 9% 7!I6 - - CHANNELS x_ '!- MISCELLANEOUS T X X 'd - ~".t Grip e. 'l b,+ Shear Axis X-X Axis. Center Nominal x Loca- d Weight tion Af per Ft. eo I S r I S r In. In. In. 4 In. 3 In. In. 4 In. 3 In t It, 1-39

14 1-40 x_ r... ~ t, -f T x X Designation CHANNELS ;d MISCELLANEOUS - ~ ~Grip. I t eo b, Web Flange Distance Max. Flge. Average A d Thicness t w Width Grip Fast w T b t tt thic.ness T ten- er In. 2 In. In. In. In. In. In. In. In. In. MC 9x !I6 % % %6 6% P!I6 %6 % x % % % %6 6% P!I6 %6 7/s MC 8x !I6 % % % 5% 13/ % x %. % % % 5% 1%6 % % MC 8x % % % 5% 1% 112 7/s x % % % 5% Ws % 7/s MC 8x %6 % F/s %6 6% % %6 % MC 7x / % % 4% 1% % % x % % % % 4% 1% % 7/s.MC 7x % % % % % MC 6x % % % % Jl/ /s x %6 % % % 4114 % % % MC 6x % % % 3% 1%6 % % x %6 % % 3% 1%6 % % MC 6x %6 % % % 4% 13 /16 % % x_ r... ~ t, CHANNELS MISCELLANEOUS T X X 'd eo t w t. I b/ Shear Axis X-X Axis - Center.x loca- d Nominal Weight tion At I S r I S r per Ft. eo In. In. In. 4 In. 3 In. In. 4 In. 3 In , ~Grip 1 41

$1-42...,--H-'\------.-x tt~==:l.~ ANGLES Equal legs and unequal legs for designing Weight AXIS X-X. AXIS v-v AXIS Z-Z Size and Thicness h per Area I S I S Foot r r x r Tan In. In. lb. In. z In. 4 In.$

15 ,--H-'\ x tt~==:l.~ ANGLES Equal legs and unequal legs for designing Weight AXIS X-X. AXIS v-v AXIS Z-Z Size and Thicness h per Area I S I S Foot r r x r Tan In. In. lb. In. z In. 4 In. 3 In. In. In. 4 In. 3 In. In. In. a L9 x4 x Size and Thicness In. ANGLES Equal legs and unequal legs x ~ \ l x for designing t ~7 Y Z Weight AXIS X-X AXIS V-V AXIS Z-Z h per Area I S r I S r x r Tan Foot In. lb. In. 2 In. 4 In. 3 In. In. In. 4 In. 3 In. In. In. a z \ Y ~ 1-43 L8 x8 x1lfs 1% % /s 1% % 1% % 1% i~g i~fll:i~~lllllli!~!i!ii!;!iii;ll!ll~111,im Illill!lif!i\lltl~!.' lil!ll!,g1~11111!j~jlllilll % Il/s L8 x6 xl 1% linili"ll; lii,i'iii llii:! lii RI?i~!!! Ili~li!il ;li~ll~~ii~jll! il~imiiffi'i~;ftllllli~! 1IIIB1 w@ili lqi!fl~ % 1% i~lllilllli'~il Nllliii'llIJ[~tii Il li illii Illiii;liiji~li'i~Jll :!l!iit~~!i!il:~illl~iii'lii i,ii~li, iuj~(i L8 x4 xl 1% % 1% 28.7 _ _ iii!lillie;! 11i!~il ii!lil~~i~ iill~iml illlr1r~!.. g,i, lll!~~ i!iiii~~i~! il!lil~1!lll~i~j: :i~41~ II~~II~J.~~ % l' : L 7 x4 x % 1% i ~lj!llll.ilill(a]li :llliiill~!!ligiitllllil!iz@~~!1'~?i}ii~ i!~jl~.!~i J!M J'~R' ill.ij~m [pimi' ~i~~ l :lq!~~~. % % 7/S L 5 x5 X 7/ s 1% e i;i~~;~#ii~iii 5/ 16 13/ ' Angles in.shaded rows ma notbe readil available. Availabilit is subject to rolling accumulation and geographical location, and should be checed withmaterial suppliers. Angles in shaded rows ma not be readil available. Availabilit is subject to rolling accumu-iation and geographical location, and should be checed with material suppliers. AMERICAN INSTITUTE OF STEEL CONSTRUCTION

$1-44 1-45 Z \ ANGLES Equal legs and unequal legs for designing ANGLES Equal legs and unequal legs for designing X ~--H-'i------,,-X Y Weight AXIS X-X AXIS V-V AXIS Z-Z Size and Thicness per Area Foot$

16 Z \ ANGLES Equal legs and unequal legs for designing ANGLES Equal legs and unequal legs for designing X ~--H-'i------,,-X Y Weight AXIS X-X AXIS V-V AXIS Z-Z Size and Thicness per Area Foot I S r I S r x r Tan In. In. lb. In. 2 In. 4 In. 3 In. In. In. 4 In. 3 In. In. In. 0' L4 " In. Weight AXIS X'X AXIS Z-Z Size and Thicness per Area ~-I -r...:::.:s::..:;.:..: r--+--i---,~::::-,--r--x-t-r--,----1 Foot r, r Tan In. lb. In.2 In.4 In 3 In. In. In. 4 In. In. In. 0' "~~'iiiii~~i;;i L 3%x3 1 hx L x3 x L4 x4 x % 1% % !j2 % fil!@i!~~~lli1~t~11lil'~illm'!i!~~l; llmir~~1m~.1:!i*j;',!!!~!~f@;liji~'!l!~li~~!!!;~;i~!'!wi!ill~ l;l1iilql % % i:23'i'~i4 oja8 '1:000' %6 11/ % % L 4 x3 1 hx itji. MTitjl!llil~1i.l111~ILIIJ,!1IE~~i lili~~jll~i~~i l!t;i!;!i!i~!l!m~1~~j'1111!i!l *1~!Q;'l ]1,U Zlg~[Q!Z~~1 % 13h :9550: %6 % % 11/ : L 3%x2!j2X L3 x3 ~ 1 12 % % ll!i /16 % % % %6 lf \ Angles in shaded rows ma not be readil available. Availabilit is subiect to rolling accumu'atlon and geograph\cal location, and should be checed w'\th mater\al suppliers. \ Angles \n shaded rows ma notbe readil available. Availabilit i~ subiect ~o ro\\in~ accumulation and geograph\ca\locabon, and should be checed WIth material suppliers.

PALM BEACH COUNTY BOARD OF COUNTY COMMISSIONERS AGENDA ITEM SUMMARY

Agenda Item#: J /1-S PALM BEACH COUNTY BOARD OF COUNTY COMMISSIONERS AGENDA ITEM SUMMARY Meeting Date: October 1, 2013 [X] Consent [ ] Regular [ ] Ordinance [ ] Public Hearing Department: Facilities Development