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What's the solution by a fixed beam with axial uniform load
You can decouple the axial load from bending for small deformations. I.e., solve each differential equation separately and add the stresses.
Sounds not
What's the solution by a fixed beam with axial uniform load
You can decouple the axial load from bending for small deformations. I.e., solve each differential equation separately and add the stresses.
Sounds not