Section bending capabilities

UNP X-axis
UNP toes out
UNP toes in
INP X-axis
INP Y-axis
IPE X-as
IPE Y-axis
1/2 IPE / INP (web inside)
1/2 IPE / INP (web outside)
HEA X-axis
HEA Y-axis
HEB X-axis
HEB Y-axis
HEM X-axis
HEM Y-axis
1/2 HEA (web inside)
1/2 HEA (web outside)
1/2 HEB (web inside)
1/2 HEB (web outside)
1/2 HEM (web inside)
1/2 HEM (web outside)
Angles toe in
Angles toe out
Angles as inverted vee
Angles as veepulleys
Angles long toe in
Angles long toe out
Angles short toe in
Angles short toe out
Tees stalk in
Tees stalk out
Tees stalk up
R.H.S. X-axis
R.H.S. Y-axis
S.H.S.
Tubes
Flats on edge
Flats bands
Squares
Rounds

IPE X-as

IPE	Weerstandsmoment	Gewicht	Min. Radius inw.	Overlengte/kant
IPE starke Achse	Wiederstandmoment	Gewicht	Min. Radius inn.	Überlänge/Seite
IPE horizontal	Moment d'inertie	Poids	Min. Rayon int.	Surlongueurs/ct
Beams	Strength modulus of resistance	Weigth	Min. Radius ins.	Extra length/side
IPE os X-X	Wskaznik wytrz. na zginanie	Ciezar	Min. wewn. promien giecia	Naddatek/strone

	*cm3*	*kg/m*	mm	mm

80	20	6	350	350
100	34.2	8.1	450	450
120	53	10.4	500	450
140	77.3	12.9	600	800
160	109	15.8	700	800
180	146	18.8	800	800
200	194	22.4	750	800
220	252	26.2	1000	1000
240	324	30.7	1500	1000
270	429	36.1	1750	1000
300	557	42.2	2000	1000
330	713	49.1	3000	1300
360	904	57.1	4500	1300
400	1160	66.3	5000	1300
450	1500	77.6	5000	1300
500	1930	90.7	5000	1300
550	2440	106	6000	1300
600	3070	122	6500	1300