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

INP X-axis

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

	*cm3*	*kg/m*	mm	mm

80	19.5	5.95	300	350
100	34.2	8.32	400	450
120	54.7	11.2	500	450
140	81.9	14.4	600	800
160	117	17.9	750	800
180	161	21.9	900	800
200	214	26.3	1000	800
220	278	31.1	1250	1000
240	354	36.2	1750	1000
260	442	41.9	1750	1000
280	542	48	2000	1000
300	653	54.2	2250	1000
320	782	61.1	2500	1300
340	923	68.1	2750	1300
360	1090	76.2	3000	1300
380	1260	84	3250	1300
400	1460	92.6	3500	1300
425	1740	104	4000	1300
450	2040	115	5000	1300
475	2380	128	6000	1300
500	2750	141	6500	1300
550	3610	167	7000	1300
600	4630	199	7500	1300