# de hueco Eje de oscilacion l(cm)1 50 1131.64962 45 1094.94813 40 1046.95174 35 1020.80255 30 1004.46636 25 1044.15047 20 1126.94498 15 313.40749 10 425.0456

10 5 699.0736

I(cm) t1(s)50 16.7545 16.4640 16.0535 15.9130 15.7725 16.9120 16.4515 8.5310 9.855 12.94

〖 𝑝𝑒𝑟𝑖𝑜𝑑𝑜〗 ^2〖 (𝑠) 〗 ^2

𝐼_𝐺 〖 =(𝐿 〗 ^2+𝑏^2)𝑀/12

= 1/12(2.382)( 〖 1.1 〗 ^2+ 〖 0.036 〗 ^2)𝐼_𝐺=0.2404 𝐾𝑔.𝑚^2

0 1 0 2 0 3 0 4 0 5 0 6 00

0.5

1

1.5

2

2.5

3

f(x) = 0.00107151515151515 x² − 0.0747054545454546 x + 2.80846666666667R² = 0.892254301149526

T vs l

eje de oscilacion

perio

do

t promedio l1 33.62 502 33.09 453 32.36 404 31.95 355 31.69 306 32.31 257 33.57 208 17.71 159 20.62 10

10 26.44 5

Nº de hueco (cm)

1 50 2.662 45 2.743 40 2.624 35 2.555 30 2.516 25 2.617 20 2.828 15 3.149 10 4.25

10 5 6.99

eje de oscilación (periodo)2 Momento de

inercia

T2 (s2) (Kg.m2)

0 1 0 2 0 3 0 4 0 5 0 6 00

0.5

1

1.5

2

2.5

3

f(x) = 0.00107151515151515 x² − 0.0747054545454546 x + 2.80846666666667R² = 0.892254301149526

T vs l

eje de oscilacion

perio

do

"Escriba aquí la ecuación."

momento de inercia250020251600122590062540022510025

t2(s) t3(s) t promedio# de oscilaciones T(S)16.72 16.61 16.69 10 1.66916.26 16.39 16.37 10 1.63716.04 16.07 16.05 10 1.60516.03 16.07 16 10 1.615.97 15.81 15.85 10 1.58516.08 15.99 16.33 10 1.63316.54 16.7 16.56 10 1.6568.71 8.54 8.59 5 1.719

10.09 10.11 10.02 5 2.00312.99 13 12.98 5 2.595

〖 𝑝𝑒𝑟𝑖𝑜𝑑𝑜〗 ^2 〖 (𝑐𝑚) 〗 ^2〖 (𝑠) 〗 ^2

𝐼_𝐺 〖 =(𝐿 〗 ^2+𝑏^2)𝑀/12

= 1/12(2.382)( 〖 1.1 〗 ^2+ 〖 0.036 〗 ^2)

T1.631 2.661.654 2.741.618 2.621.597 2.551.584 2.511.615 2.611.678 2.821.771 3.142.062 4.252.644 6.99

250020251600122590062540022510025

(cm2)