allu Could you help me solve the beam and column??? 1) A beam with concrete y = 24 kN/m* (specific weight), has a distributed load uniform (Consider the self-weight of the beam and the applied load) a). Draw diagram of normal normal stresses at point B of the support of the cantilever, indicate the normal bending stress of greatest magnitude at that point. (1.5) b). Find the shear forces at point k (at the change of section) of the section transversal at location D at 1.5 meter from support A. (1.5) 2). Column ABC has a uniform rectangular cross section with dimensions b and D (according to its code), has a fixed support at B and a fixed support at A. The Column has prevented only from displacement in the x-plane at its midpoint C and receives an axial force centric P with magnitude of 40kN. Determine the maximum length L1 for the column to be stable to buckling. Use Timber = 0.8 * 10kPa(kN/m?). draw way schematic of the buckling curves in the planes texted answer only no photos