... kN-m, Mbd= −25.00 kN-mMcb= − 8. 33 kN-m, Mdb= − 8. 33 kN-m Mcb= 0.00 kN-m, Mdb= −12.50 kN-m. -3 2 .8 -1 433.626.6 -1 .93 -2 .151 .85 1.14Inflection point -2 .301. 48 m -5 -2 .04.5Inflection ... 143.59 kN-mProblem 2.(1) Mba = − 525 kN-m, Mbc = 525 kN-m, Mab = −263 kN-m, Mcb = −2,363 kN-m.(2) Mba = − 28. 8 kN-m, Mbc = 28. 8 kN-m, Mab = 28. 8 kN-m, Mcb = − 28. 8 kN-m12 Matrix ... 4, 5, 2 38 Hardening, 288 Hinge, 93Influence lines, 24 9-2 71applications of, 2 58 beam, 25 0-2 59deflection, 260truss, 26 3-2 71Instabilityexternal, 28 internal, 28 Integration table, 1 38 Joint,...