Conversion Calculator

Sectionb
mm
(nominal)
h
mm
(nominal)
d
mm
t
mm
(nominal)
f
Flat of Pan
mm
Section Area
cm2/mm of wall
MassCombined
Moment
of Inertia
cm2/m
Section
Modulus
cm3/m
kg per linear metrekg/m3 of wall
LX86003108.28.025011654.691.012861830
LX126003109.78.238613663.9106.4187231208
LX1660038010.58.036515774.1123.5311751641
LX2060043012.59.033017783.2138.6434782022
LX2560045015.69.233020094.0156.7568242525
LX3260045021.59.8328242113.7189.8720283201
6W5252127.86.433110844.785.16459610
GSP240020010.58.626515348.0120.08740874
GSP340025013.08.627119160.0150.0167591340
GSP440034015.59.725924276.0190.0387374270
6 42044022.014.0248370122.0290.5924524200
6 42044025.414.0251397131.8311.81028614765
6 42044028.614.0251421138.7330.21114505066

SectionDimensionSectional
Area
WeightMoment of InertiaSection Modulus
whtper pileper pileper wall widthper pileper wallper pileper wall
mm inmm inmm incm2 in2kg/m lbs/ftkg/m2 lbs/ft2cm4 in4cm4/m in4/ftcm3 incm3/m in3/f
FSP 1A400 15.785 3.358.0 0.31545.21 7.00835.5 23.988.8 18.2598 14.44,500 33.088.0 5.37529 9.84
FSP 11400 15.7100 3.3510.5 0.41361.18 9.48348.0 32.3120 24.61,240 29.88,740 64.0152 9.28874 16.3
FSP 11 A400 15.7120 4.729.2 0.36255.01 8.52743.2 29.0108 22.11,460 35.110,600 77.6160 976880 16.4
FSP 111400 15.7125 4.9213.0 0.51276.42 11.5360.0 40.3150 30.72.220 53.316,600 123223 12.61,340 24.9
FSP 111 A400 15.7150 5.9113.1 0.51696.99 15.03 58.4 39.2146 29.92,790 53.322,800 167250 15.31,520 28.3
FSP 1V400 15.7170 6.6915.5 061094.21 14.6076.1 51.1190 38.94,670 11238,600 238362 22.12,270 42.2
FSP 1VA400 15.7185 7.2816.1 0.63494.21 14.6074.0 49.7185 37.95,300 12741,600 305400 24.42,250 41.9
FSP VL400 19.7200 7.8724.3 0.957133.8 20.74105 70.6210 43.07,960 19163,000 461520 31.73,150 58.6
FSP VIL400 19.722.5 8.8627.6 1.09153.0 23.72120 80.6240 49.211.400 27486,000 630680 41.53,820 71.1