Design 2 - Table - WF Beams

Design 2 - Table - WF Beams - 4060 1190 9880 W12 × 96 28.2...

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in × lb/ft Area d Ixx Iyy Cost (in) (in) (in) (in) $/ft W27 × 178 52.3 27.81 14.085 1.19 0.725 6990 555 5230 W27 × 84 24.8 26.71 9.96 0.64 0.46 2850 106 2480 W24 × 162 47.7 25 12.955 1.22 0.705 5170 443 4770 W24 × 94 27.7 24.31 9.065 0.875 0.515 2700 109 2770 W24 × 55 16.2 23.57 7.005 0.505 0.395 1350 29.1 1620 W21 × 147 43.2 22.06 12.51 1.15 0.72 3630 376 4320 W21 × 83 24.3 21.43 8.355 0.835 0.515 1830 81.4 2430 W21 × 44 13 20.66 6.5 0.45 0.35 843 20.7 1300 W18 × 119 35.1 18.97 11.265 1.06 0.655 2190 253 3510 W18 × 65 19.1 18.35 7.59 0.75 0.45 1070 54.8 1910 W18 × 35 10.3 17.7 6 0.425 0.3 510 15.3 1030 W16 × 100 29.4 16.97 10.425 0.985 0.585 1490 186 2940 W16 × 45 13.3 16.13 7.035 0.565 0.345 586 32.8 1330 W16 × 26 7.68 15.69 5.5 0.345 0.25 301 9.59 768 W14 × 665 196 21.64 17.65 4.52 2.83 12400 4170 19600 W14 × 145 42.7 14.78 15.5 1.09 0.68 1710 677 4270 W14 × 22 6.49 13.74 5 0.335 0.23 199 7 649 W12 × 336 98.8 16.82 13.385 2.955 1.775
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Unformatted text preview: 4060 1190 9880 W12 × 96 28.2 12.71 12.16 0.9 0.55 833 270 2820 W12 × 14 4.16 11.91 3.97 0.225 0.2 88.6 2.36 416 W10 × 112 32.9 11.36 10.415 1.25 0.755 716 236 3290 W10 × 45 13.3 10.1 8.02 0.62 0.35 248 53.4 1330 W10 × 12 3.54 9.87 3.96 0.21 0.19 53.8 2.18 354 W8 × 67 19.7 9 8.28 0.935 0.57 272 88.6 1970 W8 × 28 8.25 8.06 6.535 0.465 0.285 98 21.7 825 W8 × 10 2.96 7.89 3.94 0.205 0.17 30.8 2.09 296 W6 × 20 5.87 6.2 6.02 0.365 0.26 41.4 13.3 587 W6 × 9 2.68 5.9 3.94 0.215 0.17 16.4 2.19 268 W5 × 19 5.54 5.15 5.03 0.43 0.27 26.2 9.13 554 W4 × 13 3.83 4.16 4.06 0.345 0.28 11.3 3.86 383 b f t f t w (in 2 ) (in 4 ) (in 4 )...
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