PROBLEM 1: For the beam shown in figure below, determine the displacements and slopes at the...

 

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PROBLEM 1: For the beam shown in figure below, determine the displacements and slopes at the nodes and the reactions The moment of inertia of the beam is 4 10 m. Elasticity Modulus of element is 210 GPa. (210x10 Pascal). Force P is 10 kN and the L is equal to 5 m. A L 12 6L-12 6L EI 412 6L 21 [K]= 13 12 -6L Symmetry 412 B PROBLEM 1: For the beam shown in figure below, determine the displacements and slopes at the nodes and the reactions The moment of inertia of the beam is 4 10 m. Elasticity Modulus of element is 210 GPa. (210x10 Pascal). Force P is 10 kN and the L is equal to 5 m. A L 12 6L-12 6L EI 412 6L 21 [K]= 13 12 -6L Symmetry 412 B