For the beam shown in Figure Q5 below, neglect axial deformation and use the matrix stiffness...
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For the beam shown in Figure Q5 below, neglect axial deformation and use the matrix stiffness method to: (a) Determine the rotation at joint 2. (b) Determine all the reactions at supports. (c) Draw the shear force and bending moment diagrams. Take E = 210 GPa and I = 22 x 10 m. ////////// 1 1 kN/m 9 m 10 kN 2 1.5 m 1.5 m For the beam shown in Figure Q5 below, neglect axial deformation and use the matrix stiffness method to: (a) Determine the rotation at joint 2. (b) Determine all the reactions at supports. (c) Draw the shear force and bending moment diagrams. Take E = 210 GPa and I = 22 x 10 m. ////////// 1 1 kN/m 9 m 10 kN 2 1.5 m 1.5 m
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Related Book For
A First Course in the Finite Element Method
ISBN: 978-1305635111
6th edition
Authors: Daryl L. Logan
Posted Date:
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