Chapter 5 Stresses in Beam (Basic Topics)
"c = "2 = C = - CCCCCCCC = - 89.8 MPa S2 40,100 thus ("t)max occurs at the section of maximum positive moment ("t)max = 50.5 MPa and ("c)max occurs at the section of maximum negative moment ("c)max = - 89.8 MPa 5.6 Design of Beams for Bending Stresses design a beam : type of construction, materials, loads and environmental conditions
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