4. If EI=320 Ton m2, L=4.00 m and k=60 Ton/m, determine the
Equivalent Stiffness of the system. The spring is attached in the
center of the beam.
3. Si A=0.04 m2, E=2.19x106 Ton/m2, L=3.00 m y k=2,000 Ton/m, determine la Rigidez Equivalente del sistema. A, E L h 5 m р
4. Si EI=320 Ton m?, L=4.00 m y k=60 Ton/m, determine la Rigidez Equivalente del sistema. El resorte está sujetado en el centro de la viga. L EI 777 k w
3. Si A=0.04 m2, E=2.19x106 Ton/m2, L=3.00 m y k=2,000 Ton/m, determine la Rigidez Equivalente del sistema. A, E L h 5 m
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3. Si A=0.04 m2, E=2.19x106 Ton/m2, L=3.00 m y k=2,000 Ton/m, determine la Rigidez Equivalente del sistema. A, E L h 5 m
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