Properties of Steel Sections a Reference book for Structural Engineers And Arch

Cover Properties of Steel Sections a Reference book for Structural Engineers And Arch
Properties of Steel Sections a Reference book for Structural Engineers And Arch
John Calvart Sample
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27 !3-99 1. 32 15. 11 !-37 IO -55 1. 23 10. 98 1. 26 u. 88 J-3 1 12. 83 1-36 8. 80 1. 22 9. 16 1. 25 9. 91 1. 30 10. 71 !-35 6-99 1. 21 7. 28 1. 24 7. 87 1. 29 8-51 i-34 5-J7 1. 20 5-38 1. 22 5-82 1. 27 6. 28 1. 32 4. 84 1. 03 5-o8 1. 05 5-59 I. IO 6. 14 1. 16 3-86 I. OI 4-05 1. 04 4. 46 1. 09 4. 90 1. 14 2. 91 I. OI 3-o6 1. 0 3 3-36 i. 08 3-69 1-13 S 2 00 W PQ * M S" t^ t^- O . O M IT) M O ON 00 % od O ON t^ vO u-> ON co ^- ro f*5 * t/i oONvot^fO ONOOl>. VO^Ovorl- 10 Tf ^ PO fj ONOOt^. To O ...00 l> vO vo JiL i X X X X X X xxxxxxx xxxxxx ^- HN X (16) TABLE 9 (Continued on pp. 18 and 19) POUR ANGLES, LACED UNEQUAL LEGS, LONG, LEGS OUTSTANDING SIZE.
TOTAL SECTION.
Axis ED.
7i" b. To b.
8" b. To b.
iol" b. To b.
Weight.
Area.
I r I r I r 7X3*x f xH x I x& x * 6x4 x I xft x I x& x * x& x } 5X3}X f x& x * x& x i x& 4x3 x& xi x^ x| xA 3X2JX i x& x I x* x i 9Q.


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