6.4-5 Solve the preceding problem using the following data: HE 140A section, L = 2.5 m, P 2.5 m. P = 20 kN, and 22.5°.

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6 4 5 Solve The Preceding Problem Using The Following Data He 140a Section L 2 5 M P 2 5 M P 20 Kn And 22 5 1 (233.55 KiB) Viewed 56 times

6 4 5 Solve The Preceding Problem Using The Following Data He 140a Section L 2 5 M P 2 5 M P 20 Kn And 22 5 2 (250.45 KiB) Viewed 56 times

6.4-5 Solve the preceding problem using the following data: HE 140A section, L = 2.5 m, P 2.5 m. P = 20 kN, and 22.5°.

Mass per meter Area of section Depth of section Width of section Designation Thickness Strong axis 1-1 Weak axis 2-2 А h b S, S, kg/m cm2 mm מונחו cm cm cm cm cm cm 1000 40.15 HE 1000 B HE 900 B HE 700 B HE 650 B HE 600 B 314 291 241 225 212 400 371.3 306.4 286.3 270 900 700 650 800 300 300 300 300 300 19 18.5 17 16 15.5 36 35 32 31 30 644700 494100 256900 210600 171000 12890 10980 7340 6480 5701 36.48 28.96 27.12 25.17 16280 15820 14440 13980 13530 1085 1054 962.7 932.3 902 6.38 6.53 6.87 6.99 7.08 HE 550 B HE 600 A HE 450 B HE 550 A HE 360 B HE 450 A 199 178 171 166 142 140 254.1 226.5 218 211.8 180.6 178 550 590 450 540 360 440 300 300 300 300 B00 300 15 13 14 125 12.5 11.5 29 25 26 24 136700 141200 79890 111900 43190 63720 4971 4787 3551 4146 2400 2896 23.2 24.97 19.14 22.99 15.46 18.92 13080 11270 11720 10820 10140 9465 871.8 751.4 781.4 721.3 676.1 631 7.17 7.05 7.33 7.15 7.49 7.29 22.5 340 300 2156 HE 340 B HE 320 B HE 360 A HE 340 A 134 127 112 105 170.9 161.3 142.8 133.5 320 350 330 300 300 300 12 11.5 10 9.5 21.5 20.5 17.5 16.5 36660 30820 33090 27690 1926 1891 1678 14.65 13.82 15.22 14.4 9690 9239 7887 7436 646 815.9 525.8 495.7 7.53 7.57 17.43 7.46 HE 320 A HE 260 B HE 240 B HE 280 A HE 220 B HE 260 A HE 240 A 97.6 93 83.2 76.4 71.5 68.2 60.3 124.4 118.4 106 97.26 91.04 86.82 76.84 310 260 240 270 300 260 240 280 220 260 240 9 10 10 8 9.5 7.5 7.5 15.5 17.5 17 13 16. 12.5 12 22930 14920 11260 13070 8091 10450 7763 1479 1148 938.3 1013 795.5 8364 6751 13.58 11.22 10.31 11.36 9.43 10.97 10.05 6985 5185 3923 4788 2843 8698 2769 465.7 395 326.9 340.2 258.5 282.1 230.7 7.49 6.58 6.08 17 5.59 6.5 6 220 250 230 HE 180 B HE 160B HE 140 B HE 120 B HE 140 A 51.2 476 33.7 26.7 24.7 65.25 54.25 42.96 180 160 140 120 133 180 160 140 120 140 8.5 18 7 6.5 5.5 14 13 12 11 8.5 3831 7492 1509 8644 1033 425.7 R115 215.6 144 155.4 2.66 17 15.98 5.04 528 34.01 1388 REA 549.7 3175 3893 1514 1112 78.52 52.92 55.62 4.57 405 3.58 3.06 3.52 31.42 HE IMB 204 2604 inn 100 B B 10 4495 99 91 4 IN INT 2345