Stresses in structural steel angles : with special tables . 6X4X1 2 85 1 40 2 46 2 53 10 40 3 60 7 09 7 28 5 32 6X4X1 2 46 1 20 1 99 2 09 8 74 3 02 6 06 6 36 4 33 6X4X1 1 90 0 88 1 57 1 60 6 96 2 47 5 11 5 21 3 32 6X3JX1 3 66 1 77 3 13 2 89 12 92 3 45 7 72 7 12 7 81 6X3JXI 3 43 1 58 2 84 2 61 11 89 3 24 7 42 6 80 6 99 6X3iXf 3 19 1 34 2 49 •2 26 10 69 2 94 6 88 6 24 6 10 6X3|Xf 2 78 1 13 2 18 1 95 9 44 2 68 6 48 5 80 5 20 6X3JXi 2 35 0 93 1 80 1 61 7 98 2 31 5 78 5 18 4 24 6X3JXI 1 S9 0 66 1 40 1 22 6 32 1 86 4 81 4 18 3 26 6 X3^ X 1 57 0 59 1 20 1
Stresses in structural steel angles : with special tables . 6X4X1 2 85 1 40 2 46 2 53 10 40 3 60 7 09 7 28 5 32 6X4X1 2 46 1 20 1 99 2 09 8 74 3 02 6 06 6 36 4 33 6X4X1 1 90 0 88 1 57 1 60 6 96 2 47 5 11 5 21 3 32 6X3JX1 3 66 1 77 3 13 2 89 12 92 3 45 7 72 7 12 7 81 6X3JXI 3 43 1 58 2 84 2 61 11 89 3 24 7 42 6 80 6 99 6X3iXf 3 19 1 34 2 49 •2 26 10 69 2 94 6 88 6 24 6 10 6X3|Xf 2 78 1 13 2 18 1 95 9 44 2 68 6 48 5 80 5 20 6X3JXi 2 35 0 93 1 80 1 61 7 98 2 31 5 78 5 18 4 24 6X3JXI 1 S9 0 66 1 40 1 22 6 32 1 86 4 81 4 18 3 26 6 X3^ X 1 57 0 59 1 20 1 06 5 42 1 64 4 34 3 82 2 73 5X5X1 3 06 3 06 3 27 5 78 12 18 6 90 6 90 12 18 5 78 5X5X1 2 81 2 81 2 94 5 20 11 33 6 44 6 44 11 33 5 20 5X5Xf 2 40 2 40 2 64 4 51 10 32 6 05 6 05 10 32 4 51 5X5Xf 2 10 2 10 2 27 3 84 9 20 5 40 5 40 9 20 3 84 5X5X1 1 74 1 74 1 88 3 16 7 90 4 69 4 69 7 90 3 16 5X5X1 1 27 1 27 1 50 2 41 6 25 3 88 3 88 6 25 2 41 46 TABLES TABLE III—ContinuedCoordinates of Section Modulus Polygons for Angles. Coordinates. Size ofAngle. Xab+ + Xhc yu+ Xcd ycd + Xde+ yde Xea+ yea 5X4X15X4Xf5X4Xf5X4XJ5X4X1 5 X3§ X ~k5X3§Xf5 X3^ X §5 X3^ X §5 X3^ X §5 X3^ X ~iq 5 X3 X 5X3X1 5X3Xf 5X3XJ 5X3X1 5 X 3 X 4§ X3 X 4JX3X! 4JX3Xf 4|X3X| 4|X3Xf 4§ X 3 X
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