(Answered): . The beam shown is a rolled steel W250x80 (see Hibbeler Appendix B; SI units). Determine the magni ...

. The beam shown is a rolled steel W250x80 (see Hibbeler Appendix B; SI units). Determine the magnitude and location (along the beam and on the cross section) of the maximum compressive and tensile normal stresses due to flexure (neglect the self-weight of the beam). Beam segment ABC is connected to segment CD by the pin joint at C 5 kN 3 kN/m 3 m 1.5 m 1.5m m 8733452 4 0 9 4 1 2 7 1 7 489093 72855 .O 1 211 6 6605 992 68 849972 9837739 6 8 8 5 5 4 3 8 9 0 7 9 127 120548 S 64 2 20 8 3 2 1 65 33 21 8 9 3 2 1 34 30 2 9 59'?975321 9 3821 2 747361 472919 2128 .0 7 29 .6 4 4 4 3 6 4 058829 571 753110 os 00 23 20 7 1 1 0 86 43 22 8 7 1 10 36 31 25 20 3 3 8 799 86 52 .0 2 3 9 3 489 2 1 22111 1141 72396 855 34615 30 6 4 8 6 4 3 2 1 0 87322 1 9 7 6 4 3 2 2 1 1 1 7642020 636315 221111 9 3221111 2 98 009025 3 0004422 304042 4806388 3985655 7 9 8 8 7 6 5 4 4 309766 865654 3333333 22 A-m 48 53 3 8 591 m 6984432 9 0 8 7 5 3 2 2 2 1 9 7 542 432321 2479341 40785828 1763322 1 8 6 5 4 2 2 1 1 8 7 5 4 3 2 3 3 2 2 1 1 619662 702484 g × 0000000 m 3333333