aix s a drawing buildin e locations of columns. The beams are shown between columns. As a structural engineer, you need o make appropriate assumptions for solving this question. a. Knowing that D1-4 is a 200 UB 29.8, sketch a free-body diagram for Beam D1-4. 3C-D is a simply-supported secondary beam and the support reactions of the beam are 12 kN. Include only the self-weight of the beam and external loads from 3C-D in your diagram. b. Determine the internal moments at each support of the beam (D1-4) using the moment distribution method. Tabulate your solutions in a table. Then, draw the shear force and tension side bending moments of the beam. Compare your answer with Space Gass. c. What will happen to the bending moment diagram of the beam if the modulus of elasticity of D2-4 is twice that of D1-2?

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Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.