development of beam equations development of beam equations
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Beam Stiffness
Example 4 - Load Replacement
Setting the nodal rotations equal zero except for the nodal displacements gives:
Summarizing, the equivalent nodal forces and moments are:
1 2 2y
LW Lwf Lw Lw
2 2 2y
LW Lwf Lw
End of Chapter 4a
CIVL 7/8117 Chapter 4 - Development of Beam Equations - Part 1 39/39