Maple 95

1.- CALCULAR LA DEFORMACIÓN MÁXIMA EN LA VIGA QUE TIENE RIGIDEZ A LA FLEXIÓN EI: 600N 1000N/m A 3m 3m B 4m 600N 4

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1.- CALCULAR LA DEFORMACIÓN MÁXIMA EN LA VIGA QUE TIENE RIGIDEZ A LA FLEXIÓN EI:

600N 1000N/m A

3m

3m

B

4m

600N

4000

A

5m

3m

B

2m RB

RA

∑ MA = 0 ∑ 𝐹𝑦 = 0

10𝑅𝐵 − 600 ∗ 3 − 4000 ∗ 8 = 0

𝑅𝐵 = 3380

𝑅𝐴 = 4600 − 3380 = 1220

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