Tuercas estructurales
2
D w Max Min Max Min Max Min Min Max Min M 1 2 x1 . 7 5 2 1 . 0 0 2 0 . 1 6 2 4 . 2 5 2 2 . 7 8 1 2 . 3 0 1 1 . 9 0 1 9 . 2 0 0 . 8 0 0 . 4 0 M14x2 .00 2 4 .00 23.16 27.71 26.17 14.30 13. 6 0 22.00 0.8 0 0. 4 0 M16x2 .00 2 7.00 26.16 31.1 8 29.56 17.10 16. 4 0 24.90 0.8 0 0. 4 0 M 2 0 x2 .5 0 3 4 . 0 0 3 3 . 0 0 3 9 . 2 6 3 7. 2 9 2 0 .7 0 1 9 . 4 0 3 1 . 4 0 0 . 8 0 0 . 4 0 M22x2 .50 3 6.00 35.00 41.5 7 39.55 23.60 2 2. 3 0 33.30 0.8 0 0. 4 0 M24x3 .00 4 1.00 40.00 47.3 4 4 5. 2 0 24.20 2 2. 9 0 38.00 0.8 0 0. 4 0 M 2 7x3 . 0 0 4 6 . 0 0 4 5. 0 0 5 3 . 1 2 5 0 . 8 5 2 7. 6 0 2 6 . 3 0 4 2 . 8 0 0 . 8 0 0 . 4 0 M30x3 .50 5 0.00 49.00 57.7 4 55.37 30.70 2 9.10 46.60 0.8 0 0. 4 0 M36x4 .00 6 0.00 58.80 6 9 .2 8 66. 4 4 36.60 35. 0 0 55.90 0.8 0 0. 4 0 M 4 2 x4 . 5 0 7 0 . 0 0 6 7 . 9 0 8 0 . 8 3 7 7 . 4 1 4 2 . 0 0 4 0 . 4 0 6 4 . 5 0 1 . 0 0 0 . 5 0 M48x5 .00 8 0.00 77.60 9 2 .3 8 88. 4 6 48.00 4 6. 4 0 73.70 1.0 0 0.50 M56x5 .50 9 0.00 87.20 10 3 .9 2 99. 4 1 56.00 5 4 .10 82.80 1.00 0.50 M64x6 .00 100.0 0 96.80 11 5 .47 110.35 64.00 62.10 92.00 1.00 0.50 M72x6 .00 110.0 0 106. 4 0 12 7 .02 121.30 72.00 7 0.10 101.10 1.20 0.60 M80x6 .00 120.0 0 116.00 13 8 .56 132. 2 4 80.00 7 8.10 110. 2 0 1.20 0.60 M 9 0 x6 . 0 0 1 3 5 . 0 0 1 3 0 . 5 0 1 5 5 . 8 8 1 4 8 . 7 7 9 0 . 0 0 8 7 . 8 0 1 2 4 . 0 0 1 . 2 0 0 . 6 0 M100x6 .0 150.0 0 1 45.00 17 3 .21 165.30 100.00 9 7. 8 0 137.80 1.20 0.60 Espesor C Medida Nominal MM Distan cia entre caras S Distancia entre esquinas E A l t ura M Ø Superficie contacto Dibujado Por Revisado Por Clase Resistencia a la Tracción Edicion Fecha Acabado FEJUCY SAC Ingenieria de Sujeción Tuerca Estructural A563M TEstructuralA563(mm) Y.Trujillo J.Patricio A563M-8S 155,900Lb/Pulg2 Negro 1 11/03/2009 S E M D w D w D w C ANSI B18.2.4.6 M
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Dw
Max Min Max Min Max Min Min Max Min
M12x1.75 21.00 20.16 24.25 22.78 12.30 11.90 19.20 0.80 0.40
M14x2.00 24.00 23.16 27.71 26.17 14.30 13.60 22.00 0.80 0.40
M16x2.00 27.00 26.16 31.18 29.56 17.10 16.40 24.90 0.80 0.40
M20x2.50 34.00 33.00 39.26 37.29 20.70 19.40 31.40 0.80 0.40
M22x2.50 36.00 35.00 41.57 39.55 23.60 22.30 33.30 0.80 0.40
M24x3.00 41.00 40.00 47.34 45.20 24.20 22.90 38.00 0.80 0.40
M27x3.00 46.00 45.00 53.12 50.85 27.60 26.30 42.80 0.80 0.40M30x3.50 50.00 49.00 57.74 55.37 30.70 29.10 46.60 0.80 0.40
M36x4.00 60.00 58.80 69.28 66.44 36.60 35.00 55.90 0.80 0.40
M42x4.50 70.00 67.90 80.83 77.41 42.00 40.40 64.50 1.00 0.50
M48x5.00 80.00 77.60 92.38 88.46 48.00 46.40 73.70 1.00 0.50
M56x5.50 90.00 87.20 103.92 99.41 56.00 54.10 82.80 1.00 0.50
M64x6.00 100.00 96.80 115.47 110.35 64.00 62.10 92.00 1.00 0.50
M72x6.00 110.00 106.40 127.02 121.30 72.00 70.10 101.10 1.20 0.60
M80x6.00 120.00 116.00 138.56 132.24 80.00 78.10 110.20 1.20 0.60
M90x6.00 135.00 130.50 155.88 148.77 90.00 87.80 124.00 1.20 0.60
M100x6.0 150.00 145.00 173.21 165.30 100.00 97.80 137.80 1.20 0.60
Espesor
CMedida
Nominal MM
Distancia entre
caras
SDistancia entre
esquinas
E
Altura
MØ Superficie
contacto
Dibujado Por Revisado Por Clase Resistencia a la Tracción
Edicion Fecha
Acabado
FEJUCY SACIngenieria de Sujeción
Tuerca Estructural A563M
TEstructuralA563(mm)
Y.Trujillo J.Patricio A563M-8S 155,900Lb/Pulg2Negro
1 11/03/2009
S
E
M
D w D w D
w
C
ANSI B18.2.4.6M
