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 50 Nm 50 Nm | To impress your supervisors perform a complete beam design by selecting the most efficient bcam. 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. 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 stress 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
W Shapes Wide Flange l-Beams SI Units 主, 1 AN CH 26X EN 16 15021 PE Section Mass Area Number om Weborg mo Wo10 x 15 156 10.2006 324 230 230 2200 1001140 17.0 17 200 222520 2100 2051 x 125 125 15.900 612 22 11 3220 3 118 155 1420000 2281180736528803 143 x 101 101 12.300 200 22105569 16 2.530 240 25 2 2 12 11.800 900 179 109 150 64 2.162 145 12 10 500 500 170 100 120 500 1.870 200 120 460 x 100 100 1350080194 126206 48 2.000000 97 12.300 460 180 11.4 180 1990 190 221 09 11,400 4632 103 17 17100203 8210.40040191160 370 100 274 T60,400 457 1902.00143 14001 6 68.730450151154 15441 x60 7500455153 133 246 150 151 T 100 53 52.840 450 162108 50 WOX900 100 12.700 4200100169 192 x85 6 1041718110182 151 TBD *74 76.510 413180 965 16.0 275 67.500 410 172 173 144 12001 253 531820400172ZS105 106 101 TH 46 46520400140113 150 TT se SM . x30 4900 2001408 120 150 W300x1120005 255 10183 300 1801 37 11.00 253 254 DS 164 267 1,500 150 200 X 2 10.100 354205.40 16.6 64 6.150 37 203775 135 17 100 130 X5 57 7.200 35 1727 131 100 14 X51 51.450 356 1717 114 140 x 45 45.710 35217.00 1 660 s 3 394,980 353 128 16:48 107 578 33 85 TS so 20 W10 100 136003113001001 13812 X9 305000 154 223 14172 x56 B6 11,000 310 234.90163 90 12001 25 *14 749.480 310 20540 163 105 10 23 6.530 300 200 331 1.6 SIS 130 20 394930310165584 54 541 1311 33 39 140313107103 415 11 WE x 24 241.04006100 250 21 2.680 0101 SOST 70 244 W230 X 300 TOT 1200, 2287 128 164 X80 80 10.200 250 255 0.40 15.6 154 110281 x 67.500 257 204 157 TO Se 58 7.400 2522038.00 13.5 873 100 x 45 45 5.700 2600130 711 12 700 x 20 28 3.620200 102.35100 339 SOT 100 K22 22 20234 10250469 200 221 100 18 2.250 251 1040 59 225 W200 x 900 100 12.700 220 240 145,237 X 61.000 222 209 200 LT 24 100 19.100 200 200 10114 76 700 25 50 7.500 210205054587 612 204 x 46 46.100 200 200 24 110 5 TE > 4.52020116522102 x 22 22 20 200 1026280 104 W150x371 37 4.730582 1548.78 110 30 30.70571595.0093 171 14 724 x 22 22 2.80 152 153 15466 12.10 150 13 SOS 24 263.000 30 0286903 168 16 18 28 2.2003 102571 120 12 141780150 100055 912 2004 OL VECT PES 22 RON 306 DORI 20 15 BOT CD SC CER 3 HZX Conta G D SES CR NE REZ ted PER ERE 61 199