Answer Happy

Project Title: A beam design exercise with the use of MDSolids software 1. Problem: You have started your first job at the structural engineering firm. Your supervisors have given you your first assignment which is expected to take you only a few days. However, they will be observing the quality of your work on this assignment in order to assess your value and determine your future assignments. You are to choose the appropriate beam for the following loading situation and prove your choice is correct. 75 KN 60 kNm 50 Nm | с To impress your supervisors, perform a complete beam design by selecting the most efficient beam. Write a brief report that thoroughly justifies your selection and demonstrates your analysis techniques. a. Material must be A36 Steel. You may select the most efficient beam from the below table of Wide Flange (W) sections. b. Factor of Safety for the structure must be 1.5 with respect to yielding in tension or compression and 1.75 with respect to yielding in shear. a 2. Objective: Perform a complete beam design exercise as described in the MCE 2213 course by performing the following steps. 1. Draw clear and accurate shear and moment diagrams of the beam 2. Tentatively select a W beam based on maximum normal bending 3. Check the selected beam for maximum shear tentatively 4. Identify the locations on the beam where the shear and moment could possibly combine to exceed the allowable stresses 5. Perform a structural analysis simulation using MDsolids. Probe the stress at these locations and verify your analytical solution is correct through simulation. stress
W Shapes Wide-Flange l-Beams SI Units I 26% 99 90% CH % X 16 150243 SCE Section Mass Area Number mm Webange SR లు Wo10 x 1158 10.2006 324 230 12304.2018 100540170617 20 21 222 20 200 251 x 125 125 15.900 612 220118 3.220 03 113 143 14.000 108228113173 895 2.880 x 101 101 12.300 200 22105569 764 2.530 25 29 2 12 11.800 603 179 109 150 2.142 x2 12 10 500 500 170 100 123 500 1870230 460 x 900 100 13500 4801794 126206 480 2.000 97 12.300 460 180 11.4 180 19901022 1911,400 465702 103 177 410 1,770100209 32 8210.400 400 101 10 370 10 274 780,000 3100.0163 14001 68.730 450 154 154 297 11 007 900 455151133 246 150 151 T 100 x 50 52.840 450 162108 210 3 WATOX9001100 12.700 425 200 101169 132 x85 8 10 041718110182 315 151 SED *74 749.510 4131806 180 25 1156 67.500 410 17.2014 1.2001 253 53682040312 DAS 100 100 TH 46 46.290400140 150 TT SI x30 4900 200 1496 12 190 4. W300 x 1200 35 2810183 300 1,000 11.00 250 25164 13001 200 7. 10.100 3542059.40168 1280 64 6.150 37 203775 100 X5 ST7.2003 172 131 10 14 X51 51,450 355 171724 110 140 3 x 45 45,710 35217. 1 66 s 39 4,060 353 128 848 10.7 102 578 x33 34,50 121514 475 19 20 GE WS1010011 13.600311300 1000 160182 X90 305 090154 14 56 0511,000 310 254 10183 1.2013 5 x 74 149.4000 2054, 163 165 1024 x63 67 1.530 300 204551 14.6 130 > 4930390185 584 AT S4 1311 24.10213OR10.3 415 121 EN 241.040306100 28 280 x21 21 2.680 0101 SOST 370 244 7230 X 301 TOT 12 02 257 16 164 80 10.200 250 255 940,156 11:31 x 67.500 257 206 SE 157 TO 223 58 58 7.490 2522038.00 13.5 873 100 18 45 5.700260 140130 711 112 70 x 28 283,620260102635100 39 SOT 106 4 x 22 222800254 102.469 221 100 235 18 18 2280 281 1014033 225 2 W200 x 100 100 12.700 220210 14.5237 XM 11.00 222 2093 206 L7 33 34 100 x 19.100 296200 10114 16 700 75002102050143 612 200 x46 46.0 200 200 2110 5 ST 36 4570 201602202 x 22 22 20 200 1026280 104 W1503 37 37 4.730582154 8.13 10 20 E 78 30 30 31 1535093 171 210 724 x 22 22 2.800552 152586 150 Ses 26.060 SO 0286903 168 18 28 2.200 150 1025871 19 120 12 14 141.780150 100455 6. 912 2004 SE VE TE SE POC 20 LES BOT * E CE C EX Conta 09 SES WE re wo ME