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The beam in the following diagram has the following numerical values in stiffness: Stiffness in be ...
The beam in the following diagram has the following numerical values in stiffness: Stiffness in bending \( =1 \) Stiffness in axial tension \( =1 \) What would the new values of stiffness in bending and axial tension be if the Height of beam is doubled while the Width remains constant? What would the new values of stiffness in bending and axial tension be if the Width of beam is doubled while the Height remains constant?