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Aisc - Tabla
Aisc - Tabla
Aisc - Tabla
FIMA - EDYCE
GERENCIA DE OPERACIONES
Página 1
TUB_CUAD
CAS
w (Kg/m)
16.49
18.05
16.96
18.57
0.40
0.44
0.52
0.54
0.60
0.71
0.87
0.68
0.75
0.90
1.11
0.82
0.91
1.09
1.34
1.76
1.10
1.22
1.46
1.81
2.39
1.84
2.28
3.01
3.73
4.43
5.37
5.88
6.21
7.84
8.64
6.91
7.31
8.29
10.21
9.51
10.80
12.08
14.59
Página 2
EDYCE
FIMA - EDYCE
GERENCIA DE OPERACIONES
Página 3
EDYCE
Página 4
EDYCE
Página 5
EDYCE
Página 6
EDYCE
Página 7
EDYCE
Página 8
EDYCE
Página 9
EDYCE
Página 10
EDYCE
Página 11
EDYCE
Página 12
EDYCE
Página 13
EDYCE
Página 14
EDYCE
Página 15
EDYCE
Página 16
EDYCE
Página 17
EDYCE
Página 18
EDYCE
Página 19
EDYCE
Página 20
EDYCE
Página 21
EDYCE
Página 22
EDYCE
Página 23
EDYCE
Página 24
EDYCE
Página 25
EDYCE
Página 26
EDYCE
Página 27
EDYCE
Página 28
EDYCE
Página 29
EDYCE
Página 30
EDYCE
s(m²/ml)
3.18
3.18
3.18
3.18
3.18
3.18
3.38
3.38
3.38
3.38
3.38
3.38
3.38
3.37
3.58
3.58
3.58
3.58
3.58
3.58
3.57
3.58
3.58
3.57
3.56
3.98
3.98
3.98
3.97
3.98
3.97
3.97
3.96
3.96
3.95
4.37
4.37
4.37
4.36
4.35
4.36
4.35
4.77
4.77
4.77
4.76
Página 31
EDYCE
4.76
4.75
4.76
4.75
3.58
3.58
3.58
3.58
3.58
3.58
3.57
3.78
3.78
3.78
3.78
3.78
3.78
3.78
3.78
3.77
3.76
4.18
4.18
4.18
4.18
4.18
4.17
4.18
4.18
4.17
4.18
4.17
4.16
4.17
4.16
4.15
4.58
4.57
4.58
4.57
4.57
4.56
4.55
4.56
4.55
4.97
4.97
4.97
4.96
4.96
4.95
4.96
4.95
3.98
Página 32
EDYCE
3.98
3.98
3.98
3.98
3.97
3.98
3.97
3.96
4.38
4.38
4.38
4.37
4.38
4.37
4.38
4.37
4.36
4.37
4.36
4.35
4.77
4.77
4.77
4.76
4.75
4.76
4.75
5.17
5.17
5.17
5.16
5.16
5.15
5.16
5.15
4.18
4.18
4.18
4.18
4.18
4.17
4.18
4.17
4.16
4.58
4.58
4.58
4.57
4.58
4.57
4.58
4.57
4.56
4.55
Página 33
EDYCE
4.97
4.97
4.97
4.96
4.96
4.95
4.96
4.95
5.37
5.37
5.37
5.36
5.36
5.35
5.36
5.35
4.38
4.38
4.38
4.38
4.37
4.38
4.37
4.36
4.37
4.36
4.78
4.78
4.78
4.77
4.78
4.77
4.78
4.77
4.78
4.77
4.76
4.75
5.17
5.17
5.17
5.16
5.16
5.15
5.16
5.15
5.57
5.57
5.57
5.56
5.56
5.55
5.56
5.55
Página 34
EDYCE
0.69
4.58
4.58
4.58
4.58
4.57
4.58
4.57
4.58
4.57
4.56
4.98
4.98
4.98
4.97
4.98
4.97
4.98
4.97
4.98
4.97
4.96
4.95
5.38
5.38
5.38
5.37
5.38
5.37
5.38
5.37
5.36
5.38
5.37
5.36
5.35
5.77
5.77
5.77
5.76
5.76
5.75
5.76
5.75
4.78
4.78
4.78
4.77
4.78
4.77
4.78
4.77
4.76
5.18
Página 35
EDYCE
5.18
5.17
5.18
5.17
5.18
5.17
5.18
5.17
5.16
5.15
5.58
5.58
5.57
5.58
5.57
5.58
5.57
5.58
5.57
5.56
5.55
5.97
5.97
5.97
5.96
5.96
5.95
5.96
5.95
5.38
5.38
5.37
5.38
5.37
5.38
5.37
5.38
5.37
5.36
5.35
5.78
5.78
5.77
5.78
5.77
5.78
5.77
5.78
5.77
5.76
5.75
6.17
6.17
6.17
Página 36
EDYCE
6.16
6.16
6.15
6.16
6.15
5.58
5.58
5.58
5.57
5.58
5.57
5.58
5.57
5.56
5.55
5.98
5.98
5.97
5.98
5.97
5.98
5.97
5.98
5.97
5.96
5.95
6.37
6.37
6.37
6.36
6.36
6.35
6.36
6.35
5.76
5.78
5.78
5.77
5.78
5.77
5.78
5.77
5.76
5.75
6.18
6.18
6.18
6.17
6.18
6.17
6.18
6.17
6.16
6.15
Página 37
EDYCE
6.57
6.57
6.57
6.56
6.56
6.55
6.56
6.55
0.79
1.05
1.21
0.93
5.96
5.98
5.98
5.97
5.98
5.97
5.98
5.97
5.96
5.95
6.36
6.38
6.38
6.37
6.38
6.37
6.38
6.37
6.36
6.35
6.77
6.77
6.77
6.76
6.76
6.75
6.76
6.75
1.51
1.09
1.10
1.11
1.82
1.27
1.28
1.29
2.16
1.50
1.37
2.17
1.39
2.19
Página 38
EDYCE
2.38
2.38
2.38
1.51
1.53
1.53
2.68
2.68
2.68
1.52
1.66
1.68
1.78
1.78
1.78
1.78
1.78
1.78
1.78
1.98
1.98
1.98
1.98
1.98
1.98
1.98
2.18
2.18
2.18
2.18
2.18
2.18
2.18
2.18
2.38
2.38
2.38
2.38
2.38
2.38
2.38
2.38
2.38
2.38
2.38
2.37
2.58
2.58
2.58
2.58
2.58
2.58
2.58
2.57
Página 39
EDYCE
2.58
2.57
2.56
2.98
2.98
2.98
2.98
2.97
2.98
2.98
2.97
2.98
2.97
2.97
2.96
2.97
2.96
2.95
1.98
1.98
1.98
1.98
1.98
1.98
1.98
2.18
2.18
2.18
2.18
2.18
2.18
2.38
2.38
2.38
2.38
2.38
2.38
2.38
2.38
2.38
2.38
2.38
2.58
2.58
2.58
2.58
2.58
2.58
2.58
2.58
2.58
2.58
2.58
2.57
Página 40
EDYCE
2.78
2.78
2.78
2.78
2.78
2.78
2.78
2.77
2.78
2.77
2.76
3.18
3.18
3.18
3.18
3.17
3.18
3.18
3.17
3.18
3.17
3.17
3.16
3.17
3.16
3.15
3.58
3.58
3.57
3.58
3.57
3.57
3.57
3.56
3.56
3.55
2.18
2.18
2.18
2.18
2.18
2.38
2.38
2.38
2.38
2.38
2.38
2.58
2.58
2.58
2.58
2.58
2.58
2.58
Página 41
EDYCE
2.58
2.78
2.78
2.78
2.78
2.78
2.78
2.78
2.78
2.78
2.78
2.78
2.77
2.98
2.98
2.98
2.98
2.98
2.98
2.98
2.97
2.98
2.97
2.96
3.38
3.38
3.38
3.38
3.37
3.38
3.38
3.37
3.38
3.37
3.37
3.36
3.37
3.36
3.35
3.78
3.78
3.77
3.78
3.77
3.77
3.76
3.75
3.76
3.75
4.18
4.17
4.18
4.17
4.17
Página 42
EDYCE
4.16
4.16
4.15
4.16
4.15
2.78
2.78
2.78
2.78
2.98
2.98
2.98
2.98
2.98
2.98
2.98
2.97
3.18
3.18
3.18
3.18
3.18
3.18
3.17
3.18
3.17
3.18
3.17
3.16
3.58
3.58
3.57
3.58
3.57
3.58
3.57
3.57
3.56
3.56
3.55
3.98
3.98
3.97
3.98
3.97
3.97
3.96
3.95
3.96
3.95
4.37
4.37
4.37
4.36
Página 43
EDYCE
4.36
4.35
4.36
4.35
2.98
2.98
2.98
2.98
3.18
3.18
3.18
3.18
3.18
3.17
3.18
3.17
3.38
3.38
3.38
3.37
3.38
3.37
3.38
3.37
3.36
3.78
3.78
3.78
3.77
3.78
3.77
3.77
3.76
3.76
3.75
4.18
4.18
4.17
4.18
4.17
4.17
4.16
4.15
4.16
4.15
4.57
4.57
4.57
4.56
4.56
4.55
4.56
4.55
Página 44
PERFILES LAMINADOS AISC
m2/UND.m2-TOT
1.28 1.28
1.52 34.96
0.61 4.27
18.18 36.36
0.44 0.44
PREPARADO POR: JOSE MORALES
A = Cross-sectional area of member (in.^2)
d = Depth of member, parallel to Y-axis (in.)
h = Depth of member, parallel to Y-axis (in.)
tw = Thickness of web of member (in.)
bf = Width of flange of member, parallel to X-axis (in.)
b = Width of member, parallel to X-axis (in.)
tf = Thickness of flange of member (in.)
k = Distance from outer face of flange to web toe of fillet (in.)
k1 = Distance from web centerline to flange toe of fillet (in.)
T = Distance between fillets for wide-flange or channel shape = d(nom)-2*k(det) (in.)
gage = Standard gage (bolt spacing) for member (in.)
Ix = Moment of inertia of member taken about X-axis (in.^4)
Sx = Elastic section modulus of member taken about X-axis (in.^3)
rx = Radius of gyration of member taken about X-axis (in.) = SQRT(Ix/A)
Iy = Moment of inertia of member taken about Y-axis (in.^4)
Sy = Elastic section modulus of member taken about Y-axis (in.^3)
ry = Radius of gyration of member taken about Y-axis (in.) = SQRT(Iy/A)
Zx = Plastic section modulus of member taken about X-axis (in.^3)
Zy = Plastic section modulus of member taken about Y-axis (in.^3)
rts = SQRT(SQRT(Iy*Cw)/Sx) (in.)
xp = horizontal distance from designated member edge to plastic neutral axis (in.)
yp = vertical distance from designated member edge to plastic neutral axis (in.)
ho = Distance between centroid of flanges, d-tf (in.)
J = Torsional moment of inertia of member (in.^4)
Cw = Warping constant (in.^6)
C = Torsional constant for HSS shapes (in.^3)
a = Torsional property, a = SQRT(E*Cw/G*J) (in.)
E = Modulus of elasticity of steel = 29,000 ksi
G = Shear modulus of elasticity of steel = 11,200 ksi
Wno = Normalized warping function at a point at the flange edge (in.^2)
Sw = Warping statical moment at a point on the cross section (in.^4)
Qf = Statical moment for a point in the flange directly above the vertical edge of the web (in.^3)
Qw = Statical moment at the mid-depth of the section (in.^3)
x(bar) = Distance from outside face of web of channel shape or outside face of angle leg to Y-axis (in.)
y(bar) = Distance from outside face of outside face of flange of WT or angle leg to Y-axis (in.)
eo = Horizontal distance from the outer edge of a channel web to its shear center (in.) = (approx.) tf*(d-tf)^2*(bf-tw/2)^2/(4*Ix)-tw/2
xo = x-coordinate of shear center with respect to the centroid of the section (in.)
yo = y-coordinate of shear center with respect to the centroid of the section (in.)
ro(bar) = Polar radius of gyration about the shear center = SQRT(xo^2+yo^2+(Ix+Iy)/A) (in.)
H = Flexural constant, H = 1-(xo^2+yo^2)/ro(bar)^2)
LLBB = Long legs back-to-back for double angles
SLBB = Short legs back-to-back for double angles
h(flat) = The workable flat (straight) dimension along the height, h (in.)
b(flat) = The workable flat (straight) dimension along the width, b (in.)
A(surf) = The total surface area of a rectangular or square HSS section (ft.^2/ft.)
STD = Standard weight (Schedule 40) pipe section
XS = Extra strong (Schedule 80) pipe section
XXS = Double-extra strong pipe section
*(bf-tw/2)^2/(4*Ix)-tw/2