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Steel Section Index

Parallel Flange Sections.. In accordance with BS 4 Part 1: 2005

Dimensions & Properties

Section
Name		 Mass
per
M 		Depth
of
Section
H		 Width
of
Section
B		 Thickness
of		 Root
Radius
r		 Depth
between
Fillets
d		 Shear centre
Positon from		 Second Moment Radius
of Gyration		 Elastic
Modulus		 Elastic
neutral
cy		 Area
of
Section
A
Web
s		 Flange
T		 web
eo		 cg
sc		 Axis
eo		 Axis
sc		 Axis
x-x		 Axis
y-y		 Axis
x-x		 Axis
y-y
 � Kg/m mm mm mm mm mm mm cm cm cm4 cm4 cm cm cm3 cm3 cm cm2
430x100x64 64,44 430 100 11 19 15 362 3,27 5,34 21939 722 16,3 2,97 1020 97,9 2,62 82,1
380x100x54 53,96 380 100 9,5 17,5 15 315 3,48 5,79 15034 643 14,8 3,06 791 89,2 2,79 68,7
300x100x46 45,53 300 100 9 16,5 15 237 3,68 6,29 8229 568 11,9 3,13 549 81,7 3,05 58
300x90x41 41,39 300 90 9 15,5 12 245 3,18 5,33 7218 404 11,7 2,77 481 63,1 2,6 52,7
260x90x35 34,84 260 90 8 14 12 208 3,32 5,66 4728 353 10,3 2,82 364 56,3 2,74 44,4
260x75x28 27,58 260 75 7 12 12 212 2,62 4,37 3619 185 10,1 2,3 278 34,4 2,1 35,1
230x90x32 32,16 230 90 7,5 14 12 178 3,46 6,01 3518 334 9,27 2,86 306 55 2,92 41
230x75x26 25,66 230 75 6,5 12,5 12 181 2,78 4,75 2748 181 9,17 2,35 239 34,8 2,3 32,7
200x90x30 29,72 200 90 7 14 12 148 3,6 6,37 2523 314 8,16 2,88 252 53,4 3,12 37,9
200x75x23 23,45 200 75 6 12,5 12 151 2,91 5,09 1963 170 8,11 2,39 196 33,8 2,48 29,9
180x90x26 26,06 180 90 6,5 12,5 12 131 3,64 6,48 1817 277 7,4 2,89 202 47,4 3,17 33,2
180x75x20 20,34 180 75 6 10,5 12 135 2,87 4,98 1370 146 7,27 2,38 152 28,8 2,41 25,9
150x90x24 23,87 150 90 6,5 12 12 102 3,71 6,69 1162 253 6,18 2,89 155 44,4 3,3 30,4
150x75x18 17,87 150 75 5,5 10 12 106 2,98 5,29 861 131 6,15 2,4 115 26,6 2,58 22,8
125x65x15 14,76 125 65 5,5 9,5 12 82 2,56 4,53 483 80 5,07 2,06 77,3 18,8 2,25 18,8
100x50x10 10,20 100 50 5 8,5 9 65 1,94 3,42 208 32,3 4 1,58 41,5 9,89 1,73 13
 � Kg/m mm mm mm mm mm mm cm cm cm4 cm4 cm cm cm3 cm3 cm cm2
Section
Name		 Mass
per
M 		Depth
of
Section
H		 Width
of
Section
B		 Thickness
of		 Root
Radius
r		 Depth
between
Fillets
d		 Shear centre
Position from		 Second Moment Radius
of Gyration		 Elastic
Modulus		 Elastic
neutral
cy		 Area
of
Section
A
Web
s		 Flange
T		 web
eo		 cg
sc		 Axis
eo		 Axis
sc		 Axis
x-x		 Axis
y-y		 Axis
x-x		 Axis
y-y


Steel Section Index


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