J02'1z 0. L' tx'tx' S" TU U6 ,,,. IJl U7: 1 SS" Kj IIS l. O 0,69 '. OII lz. Jl Ol IO,S I:In S1 1. SII 2. IoI U2 3. S 7,53 Il00 I:JI 1. S Mol Ri Y' 29 I' TI IV. Il2 6Z1 SIilaooJ mi 2.
Jl DT 0. D1 0, , 5 9. OO'fi 6 1. I70 1. DImII ',1 ',. SMOoIO, 0. OIl5I 0. I Z'I. S o. OOO63 3. MOO '. JI 6'10 0. M ,'" 0. J,1ili 2'10 o. MI CI. S "","0. Jl" 1'. D Table continued. Table A. SOO II1II UOO 1. MCII OJU 1," ,-""u l! OS 'A' Ull o Ulo 0A5 '!
Uo nI tll 1. S2 CI. M6 H7 1. Ul '" '" I. J 14J1 U. I 1M ' J 1,63 1. IO H2 Cl5,au '" ".. Table Rectangular Plates. S,,,",,u,,,I SlceIBuilding. Eff«,iye L.. RFO", Po' M,. Thcse ;:. SU1'l9ner plata. Steel Castings and Forgings S,ttloa"ingsa"'. Expansion and Contraction The. J J 6Sro. I '! IS""ns'h forMioorA,i. Ne J-S, W-Sh. I Unironu J.. I UniforrnLoad Table ] Channc l ForShear Foo,. Jt,; '.. OO """SlrI. Values of Cb for 5imply Supported Beams V. W-5hape Selection Tables Table W-5hapes-Selection by Z.
Table Plots 01 Available Flexural Strength vs. Unbraced Length Table 3-'0. W-Shapes-Plots 01 Allailable Moment vs. Unbraced Length "Themajor. Whcn'heplolledou"";' '''hd. Table 3-". Pipe-Available Flexural Strength r.
Nominal Hori. Table b. Cantilevered Beams Cocfficicn".. Table e. Continuous Beams Cocfficicnts are providcd inT. Shears, Moments and Defleetions She"". E ' O O 4ll.. I O.
O ,4,2 1M I LIO S S88 HI60 11l1C 1! W'2x ' 2Il ,. In W 10,0 2. S5' W21, '! WI'XI2 1 'm. W21x2Q1 '" "'. W2lx l 22 m W14xW "' W24x '" "'. W1 3xfi5. E I::f:: t: 1 fu ' ' 1. Table continued.
U8 I5 -ISO fin m 55 m! Q5 m 26S. SO 2'J9 NIO , UIO IW "! GOl Il2 ' 96 29iI. S m """ e3l ,. I' 51S! IO 69'. IO IIU S IIU O O '9,2 I IJIi No5 1. S 90,1 ,. U S IJO O SI,o I S lOO su 10,1 '" 7U 7U m I IIU Ii S fi. S :lO. JU S 2U S ISO Z 1'8. I 21,1 O su ,9 5l. IU O 9,n ",1 2'. I IJi RO 61,1 U 5U '7,6 ,. O 7U 69,S 8U SO I 2M O 52,e 3 1,3 '5.
IlI 6. U7 Ul l. JIU; 23,9 l5. O ni I5 O IU :ru S '5,8 29,1 ". Z lll. J n6 JI IU Unbraced Leng th. ID II 1. OOOx "" '".. IM 2U. SIrong ","l. Oandhlbn ,. Plate Deflection-Controlled. I0 13XI '! J :II! I0 J4 1 0 Ol :l IOO 33SO :. I6O I0 4m l 3J. M 11 10 ! O "SO.
I30 mO. IO I 0I2'D I80 Il 29ro «fill lOm ' 26ro ""0 21'O IO mO S 39! I0 Tfl. IC BRl. I7 4OO1 Di0 J1 62 10 I07D ' ''0 fiUO 35! WJ6A:l0 ! SQ l 27eo 'I00 O. MI 1'! J '.. Il5O Z1! O mo :! M 1! J1 VOO 1! I 1 2S20 OZ40 :! O 1 lI 1m Z l! X1 ll.. J0 1S70 3 0.
IQ J0 12! IO M1 1V11 D ! I9 J ' m. IO 1l J7 6" m Me 11! SEi6 85' : Q. OS '15 62' ! The shape dimensions and section properties for square, round and rectangular A HSS are also available in a Microsoft Excel spreadsheet.
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