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For the given trial functions v=dx'+cx'+bx+a, 0=d(3x' +6EI / GA)+2cx+b determine a, b, c and d under the load of P-5kN at the mid-span,

 

For the given trial functions v=dx'+cx'+bx+a, 0=d(3x' +6EI / GA)+2cx+b determine a, b, c and d under the load of P-5kN at the mid-span, The cross-sectional bending rigidity is El=20x10 kNm? and shear rigidity is GA =10x10*kN. The span of the simply supported beam is L= 4m. The beam is a shear deformable Timoshenko beam. P ELGA

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