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 IPE / INP (web outside)

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

	*cm3*	*kg/m*	mm	mm

80	1.92	3	150	250
100	2.66	4	150	250
120	4.19	5.2	150	350
140	6.14	6.5	250	350
160	8.57	7.9	250	350
180	11.55	9.4	300	350
200	15.1	11.2	400	450
220	19.4	13.1	600	450
240	24.2	15.4	600	450
270	32.8	18	650	450
300	43.7	21.1	700	800
330	55.6	24.6	750	800
360	70.8	28.6	1000	800
400	93.7	33.2	1250	1000
450	122	38.8	1500	1000
500	172	45.4	1750	1000
550	224	53	2000	1000
600	286	61	2000	1000