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

HEA X-axis

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

	*cm3*	*kg/m*	mm	mm

100	73	16.7	500	450
120	106	19.9	550	450
140	155	24.7	600	800
160	220	30.4	750	800
180	294	35.5	850	800
200	389	42.3	1000	1000
220	515	50.5	1500	1000
240	675	60.3	2000	1000
260	836	68.2	2500	1000
280	1010	76.4	3000	1000
300	1260	88.3	3250	1300
320	1480	97.6	3500	1300
340	1680	105	3750	1300
360	1890	112	3750	1300
400	2310	125	4000	1300
450	2900	140	4000	1300
500	3550	155	6000	1300
550	4150	166	7000	1300
600	4790	178	7500	1300
650	5470	190	7500	1300
700	6240	204	-	-
800	7680	224	-	-
900	9480	252	-	-
1000	11190	272	-	-