Question: Using Lagrange multiplier optimization method to find optimum cross section areas for the structure below. Tip deflection limit H/500 = 32mm, E=200GPa. What would be

Using Lagrange multiplier optimization method to find optimum cross section areas for the structure below. Tip deflection limit H/500 = 32mm, E=200GPa.

What would be the tip deflection of the structure above, using the same overall steel quantity if the structural section sizes were optimized for minimum compliance (minimum work).

Using Lagrange multiplier optimization method to find optimum cross section areas for

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