LUS

L2X2X1/8

Type L
  AISC Manual Label L2X2X1/8
W W – Nominal weight, (kg/m) 1.65
A A – Cross-sectional area,(mm2) 0.491
d d – Overall depth of member, (mm) 2
ddet ddet – Detailing value of member depth,(mm) –
Ht Ht – Overall depth of square or rectangular HSS, (mm) –
h h – Depth of the flat wall of square or rectangular HSS,(mm) –
OD OD – Outside diameter of round HSS or pipe, in. (mm) –
bf bf – Flange width, in. (mm) –
bfdet bfdet – Detailing value of flange width, in. (mm) –
B B – Overall width of square or rectangular HSS, in. (mm) –
b b – Width , in. (mm) 2
ID ID – Inside diameter of round HSS or pipe, in. (mm) –
tw tw – Web thickness, in. (mm) –
twdet twdet – Detailing value of web thickness, in. (mm) –
twdet/2 twdet/2 – Detailing value of tw/2, in. (mm) –
tf tf – Flange thickness, in. (mm) –
tfdet tfdet – Detailing value of flange thickness, in. (mm) –
t t – Thickness of angle leg, in. (mm) 0.125
tnom tnom – HSS and pipe nominal wall thickness, (mm) –
tdes tdes – HSS and pipe design wall thickness, (mm) –
kdes kdes – Design distance from outer face of flange to web toe of fillet, (mm) 0.375
kdet kdet – Detailing distance from outer face of flange to web toe of fillet, (mm) 0.375
k1 k1 – Detailing distance from center of web to flange toe of fillet, (mm) –
x x – Horizontal distance from designated member edge, (mm) 0.534
y y – Vertical distance from designated member edge, (mm) 0.534
eo eo – Horizontal distance from designated member edge, (mm) –
xp xp – Horizontal distance from designated member edge, (mm) 0.123
yp yp – Vertical distance from designated member edge, (mm) 0.123
bf/2tf bf/2tf – Slenderness ratio –
b/t b/t – Slenderness ratio for single angles 16
b/tdes b/tdes – Slenderness ratio for square or rectangular HSS –
h/tw h/tw – Slenderness ratio –
h/tdes h/tdes – Slenderness ratio for square or reHangular HSS –
D/t D/t – Slenderness ratio for round HSS and pipe, or tee shapes –
Ix / 106 Ix – Moment of inertia about the x-axis, (mm4 /10^6) 0.189
Zx / 103 Zx – Pltic section modulus about the x-axis, (mm3 /10^3) 0.23
Sx / 103 Sx – Eltic section modulus about the x-axis, (mm3 /10^3) 0.129
rx rx – Radius of gyration about the x-axis, (mm) 0.62
Iy / 106 Iy – Moment of inertia about the y-axis, (mm4 /10^6) 0.189
Zy / 103 Zy – Pltic section modulus about the y-axis, (mm3 /10^3) 0.23
Sy / 103 Sy – Eltic section modulus about the y-axis, (mm3 /10^3) 20.129
ry ry – Radius of gyration about the y-axis (with no separation for double angles back-to-back), (mm) 0.62
Iz / 106 Iz – Moment of inertia about the z-axis, (mm3 /10^6) 0.0756
rz rz – Radius of gyration about the z-axis, (mm) 0.391
Sz / 103 Sz – Eltic section modulus about the z-axis, (mm3 /10^3) 0.0994
J / 103 J – Torsional moment of inertia, (mm4 /10^3) 0.00293
Cw / 109 Cw – Warping constant, (mm6 /10^9) 0.000789
C / 103 C – HSS torsional constant, (mm3 /10^3) –
Wno Wno – Normalized warping function, used in Design Guide 9, (mm2) –
Sw1 / 106 Sw1 – Warping statical moment at point 1 on cross section, (mm4 /10^6) –
Sw2 / 106 Sw2 – Warping statical moment at point 2 on cross section, (mm4 /10^6) –
Sw3 / 106 Sw3 – Warping statical moment at point 3 on cross section, (mm4 /10^6) –
Qf / 103 Qf – Statical moment for a point in the flange directly above the vertical edge of the web, (mm3 /10^3) –
Qw / 103 Qw – Statical moment for a point at mid-depth of the cross section, (mm3 /10^3) –
ro ro – Polar radius of gyration about the shear center, (mm) 1.1
H H – Flexural constant 0.63
tan(?) tan(a) – Tangent of the angle between the y-y and z-z axes for single angles 1
Qs Qs – Reduction factor for slender unstiffened compression elements 0.912
Iw / 106 Iw – Moment of inertia about the w-axis, (mm4 /10^6) 0.303
zA zA – Distance from point A to center of gravity along z-axis, 1.37
zB zB – Distance from point B to center of gravity along z-axis, 0
zC zC – Distance from point C to center of gravity along z-axis, 1.37
wA wA – Distance from point A to center of gravity along w-axis, 0.703
wB wB – Distance from point B to center of gravity along w-axis, 0.755
wC wC – Distance from point C to center of gravity along w-axis, 0.703
SwA / 103 SwA – Eltic section modulus about the w-axis at point A on cross section, 0.221
SwB / 103 SwB – Eltic section modulus about the w-axis at point B on cross section, –
SwC / 103 SwC – Eltic section modulus about the w-axis at point C on cross section, 0.221
SzA / 103 SzA – Eltic section modulus about the z-axis at point A on cross section, 0.107
SzB / 103 SzB – Eltic section modulus about the z-axis at point B on cross section, 0.1
SzC / 103 SzC – Eltic section modulus about the z-axis at point C on cross section, 0.108
rts rts – Effective radius of gyration, (mm) –
ho ho – Distance between the flange centroids, (mm) –
PA PA – Shape perimeter minus one flange surface, used in Design Guide 19, (mm) –
PB PB – Shape perimeter, used in Design Guide 19, (mm) –