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a C h y x b I x = bh 3 36 I x = bh 3 12 I y = bh (a 2 ab + b 2 ) 36 I xy = bh 2 (2a b) 72 I y = bh (a 2 + ab + b 2 ) 12 I xy = bh 2 (2a + b) 24 Triangle Half parabolic complement h x C y b I x = 37bh 3 2100 I x = bh 3 21 I y = b 3 h 80 I y = b 3 h 5 I xy = b 2 h 2 120 I xy = b 2 h 2 12 Half parabola h y x b C y = h ( x b ) 2 I x = 8bh 3 175 7 I y = 19b 3 h 15 I xy = b 2 h 2 6 I x = 2bh 3 I y = 2b 3 h I xy = b 2 h 2 480 60 Circular sector y R C x I x = R 4 (2 – sin2 ) 8 I y = R 4 (2 + sin2 ) 8 I xy =0 x = 4 3b y = 10 3h x = 8 3b y = 5 3h x = 3 2Rsin Quarter circle y x R C R I x = I y = 0.054 88 R 4 I xy = 0.016 47 R 4 I x = I y = R 4 16 I xy = R 4 8 Quarter ellipse a y b C x x 2 + y 2 = 1 a 2 b 2 I x = 0.054 88ab 3 I x = ab 3 16 I y = 0.054 88a 3 b I y = a 3 b 16 I xy = 0.016 47a 2 b 2 I xy = a 2 b 2 8 x = 3 4R y = 3 4R x = 3 4a y = 3 4b h b b 2 h 2 x y h b y x h 3 b 3 C C h x h 3 y b 2 b 2 C y x R C y x R 3π 4 Rectangle Circle I x = bh 3 12 I x = bh 3 3 I y = b 3 h 12 I y = b 3 h 3 I xy = 0 I xy = b 2 h 2 4 I x = I y = R 4 4 I xy = 0 Right triangle Semicircle I x = bh 3 36 I x = bh 3 12 I y = b 3 h 36 I y = b 3 h 12 I xy = – I xy = b 2 h 2 24 b 2 h 2 72 I x = 0.1098R 4 I xy = 0 I x = I y = R 4 8 π I xy = 0 Isosceles triangle I x = bh 3 36 I x = bh 3 12 I y = b 3 h 48 I xy = 0 I xy = 0 R C y = h 3 x = a+b 3 y = h ( x b ) 2 Area Moments of Inertia

Momentos de Inercial Formulas II

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Formulario momentos de inercia

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  • aCh

    y

    x

    b

    Ix =bh336 Ix =

    bh312

    Iy =bh(a2 ab + b2)36

    Ixy =bh2(2a b)72

    Iy =bh(a2 + ab + b2)12

    Ixy =bh2(2a + b)24

    Triangle

    Half parabolic complement

    h

    xC

    y

    b

    Ix =37bh32100 Ix =

    bh321

    Iy =b3h80 Iy =

    b3h5

    Ixy =b2h2120 Ixy =

    b2h212

    Half parabola

    h

    y

    xb

    C

    y = h(xb)2

    Ix =8bh3175 7

    Iy =19b3h

    15

    Ixy =b2h2

    6

    Ix =2bh3

    Iy =2b3h

    Ixy =b2h2

    480

    60Circular sector

    y

    R

    Cx

    Ix =R4(2 sin2 )8

    Iy =R4(2 + sin2 )8

    Ixy = 0

    x = 43b

    y = 103h

    x = 83b

    y = 53h

    x = 32Rsin

    Quarter circley

    xR

    CR

    Ix = Iy = 0.054 88R4

    Ixy = 0.016 47R4

    Ix = Iy = R4

    16Ixy =

    R48

    Quarter ellipse

    a

    y

    bC

    x

    x2 +y2

    = 1a2 b2

    Ix = 0.054 88ab3 Ix = ab3

    16Iy = 0.054 88a3b Iy =

    a3b16

    Ixy = 0.016 47a2b2 Ixy =a2b2

    8

    x = 34R

    y = 34R

    x = 34a

    y = 34b

    h

    b

    b2

    h2

    x

    y

    h

    b

    y

    x

    h3

    b3

    C

    C

    h

    x

    h3

    y

    b2

    b2

    C

    y

    x

    R

    C

    y

    x

    R34

    Rectangle Circle

    Ix =bh312

    Ix =bh33

    Iy =b3h12

    Iy =b3h3

    Ixy = 0

    Ixy =b2h2

    4

    Ix = Iy =R44 Ixy = 0

    Right triangle Semicircle

    Ix =bh336

    Ix =bh312

    Iy =b3h36

    Iy =b3h12

    Ixy =

    Ixy =b2h224

    b2h272 Ix = 0.1098R

    4 Ixy = 0

    Ix = Iy =R48 Ixy = 0

    Isosceles triangle

    Ix =bh336

    Ix =bh312

    Iy =b3h48 Ixy = 0

    Ixy = 0

    R

    C

    y = h3x =a+b

    3

    y = h(xb)2

    Area Moments of Inertia