Question: For each elastic beam in the table write down the appropriate bound- ary conditions and distributed load functions that would be needed to determine

For each elastic beam in the table write down the appropriate bound- ary conditions and distributed load

For each elastic beam in the table write down the appropriate bound- ary conditions and distributed load functions that would be needed to determine the deflection of the beam via integration. Express all boundary conditions in terms of E, I, v and its derivatives. A F + L/2 L/3 77777777 L/2 Beam P w-force/length L/3 L L/2 M L/3 L/2 k M Boundary Conditions = 0 x = L x = Distributed Load q(x)

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