Determine the maximum deflection in the beam subjected to following loading. The cross-section is…

Determine the maximum deflection in the beam subjected to following loading. The cross-section is…
Determine the maximum deflection in the beam subjected to following loading. The cross-section is given by American Standard Channel (pp. A27-28). Make a choice of the material, as well as (nonzero) values of w0 and M0. Determine the maximum deflection. Does it occur in the middle cross-section? You must depict the FBD. Write equations to determine reactions. Depict FBD with loadings in actual numbers. Use singularity functions, not the superposition principle. Using any computer software is not permissible.     0.537 2.64 0.489 0.493 2.29 1.93 0.343 0.283 0.450 0.449 138 1.24 1.10 (1.268 0.233 0.200 0.416 0.410 0.404 3.00 10.273 1.66 American Standard Channels or C Shapes SI Units Flange – axis yaxis 1 S 4 S mm mm 442 393 12.70 27.1 10.50 253 1RS Web Area Depth thickness with thickness Designation A d be t mm x kg/mmm men mm MIT mm C38) X 74 9 480 381.0 18.20 94.4 16.50 C380 X 60 7 610 381.0 13.20 89.4 16.50 C380 X SO 643110 10.20 86.4 16.50 C310 X 45 5 690 315.0 13.00 80.5 12.70 C310 X 37 4740315.0 9.83 77.4 C310 X 31 3930 305.0 7.16 74.7 12.70 C250 x 45 S6902540 1210 77.0 11.10 C2.50 X 37 4 740 254.0 13.40 73.3 11.10 C250 x 30 3790254.0 9.63 69.6 11.10 C250 x 23 2 900 254.0 6.10 66.0 11.10 C230 X 30 3 790 229.0 11.40 67.3 C230 x 22 2 850 229,0 7.24 63.1 10.50 C230 x 20 2 540 229.0 5.92 618 C200 X 28 3 SSO 213.0 12.00 64.2 9.90 C200 x 20 2 610 203.0 7.70 59.5 9.90 C200 x 17 2180213.0 5.59 57.4 9.90 C180 X 22 2 790 178.0 10.60 58.4 9.30 CIA X 18 2320 178.0 7.98 55.7 9.30 CI8 X 15 1 850 178.0 5.33 53.1 9.30 C150 X 19 2 9:48 762 6.55 38.0 6.90 C75 X 6 781 76.2 4.32 35.8 10.50 15.8 10 mm 10 mm 168 82 145 761 131 688 67.4 599 53.7 352 42.9 338 38.0 299 32.8 258 28.1 221 221 21.2 19.9 174 18.3 180 15.0 148 13.6 134 11.3 127 10.1 113 8.87 99.7 7.24 95.3 6.33 83.3 5.45 71.7 3.70 3.12 49.1 1.91 37.5 1.60 31.4 0.862 22.6 0.770 20.2 0.691 133 138 143 109 112 117 86.8 89.5 93.0 98.4 817 86.2 88.5 71.8 75.8 79,0 63.6 66.0 69.2 54.1 56.4 59.3 46.7 49.6 373 39.4 27.5 28.5 29.8 10 mm 10 mm 4.58 61.8 3184 55.1 338 S0.9 2.14 33.8 1.86 30.9 1.61 283 1.61 1.40 24.3 117 21.6 0.949 19.0 1.01 19.2 0.803 16.7 0.733 0.824 16.5 0.637 14.0 0.549 0.574 12.8 0.487 11.5 0.403 10.2 0.437 10.5 0.360 9.22 0.288 8.04 0.263 0.199 6.18 0.180 5.62 0.133 4.65 0.127 4.39 0.103 3.83 0.082 3.32 22.0 22.5 22.9 19.4 19.8 20.2 17.0 17.2 17.6 18.1 16.3 16.8 17.0 15.2 15.6 15.9 14.3 14.5 14.8 13.3 13.5 13.6 12.4 12.5 128 58.3 735 11.5 11.4 10.6 10.4 10.2 6.90 18.1     s=50 L=10   May 05 2022 06:27 PM

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