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

1/2 HEA (web inside)

1/2 HEA	Weerstandsmoment	Gewicht	Min. Radius inw.	Overlengte/kant
1/2 IPBL	Wiederstandmoment	Gewicht	Min. Radius inn.	Überlänge/Seite
1/2 HEA	Moment d'inertie	Poids	Min. Rayon int.	Surlongueurs/ct
1/2 Column	Strength modulus of resistance	Weigth	Min. Radius ins.	Extra length/side
1/2 HEA plka na zewnatrz	Wskaznik wytrz. na zginanie	Ciezar	Min. wewn. promien giecia	Naddatek/strone

	*cm3*	*kg/m*	mm	mm

100	4	8.4	200	350
120	5.5	9.9	250	350
140	6.79	12.4	300	450
160	9.72	15.2	400	450
180	12.4	17.8	500	450
200	16.6	21.2	600	450
220	21.9	25.3	650	450
240	28.2	30.2	700	450
260	33.5	34.1	750	450
280	41.8	38.2	800	800
300	51.2	44.2	950	800
320	61.7	48.8	1000	800
340	73.5	52.5	1200	1000
360	86.7	56	1500	1000
400	118	62.5	1750	1000
450	156	70	2000	1000
500	201	77.5	3000	1000
550	253	83	4000	1000
600	313	89	4000	1000
650	381	95	5000	1300
700	472	102	7000	1300
800	635	112	9000	1300
900	851	126	12000	1300
1000	1080	136	13000	1300