Consider a three-story building with steel columns. The column is subjected to the loading shown in the accompanying figure. Assuming axial loading, determine vertical displacements of the column at...

Consider a three-story building with steel columns. The column is subjected to the loading shown in the accompanying figure. Assuming axial loading, determine vertical displacements of the column at various floor-column connection points. E=200 GPa, A=0.5 m2 . (35P) 2- The beam shown in figure has a crosssectional area of 2000 mm2 and depth 50 mm. (40x50). The second moment of the area is 0.516x106 mm4 . The beam is subjected to a uniformly distributed load of 30 kN/m. E=200GPa. Determine the vertical displacement and rotation at node 2. (35P) 3- What is the temperature of the fin at a) X=5cm, Use global coordinates b) X=8cm, Use local coordinates (use linear one dimensional elements) c) X=8.5 cm, Use natural coordinates (T1=65 oC, T2=55 oC, T3=40 oC,


Number: 28/06/2021 Name and Surname: Signature: “INTRODUCTION TO FINITE ELEMENT METHOD” FINAL EXAM 1- Consider a three-story building with steel columns. The column is subjected to the loading shown in the accompanying figure. Assuming axial loading, determine vertical displacements of the column at various floor-column connection points. E=200 GPa, A=0.5 m2. (35P) 2- The beam shown in figure has a cross- sectional area of 2000 mm2 and depth 50 mm. (40x50). The second moment of the area is 0.516x106 mm4. The beam is subjected to a uniformly distributed load of 30 kN/m. E=200GPa. Determine the vertical displacement and rotation at node 2. (35P) 3- What is the temperature of the fin at a) X=5cm, Use global coordinates b) X=8cm, Use local coordinates (use linear one dimensional elements) c) X=8.5 cm, Use natural coordinates (T1=65 oC, T2=55 oC, T3=40 oC, T4=32 oC). (30P)