Boundary conditions for an axially compressed pin-ended box column. | Download Scientific Diagram
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SOLVED: For the pinned; tapered column buckling problem represented by the following equation and boundary conditions: s(o)=0 ML)=0 where =IxlO" Nm? and L= 10 m. Note: EI changes with position x Estimate
Boundary conditions for an axially compressed pin-ended box column. | Download Scientific Diagram
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Boundary conditions in the pin-ended column FE models. | Download Scientific Diagram
