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 Y-axis
 |
IPE |
Weerstandsmoment |
Gewicht |
Min. Radius inw. |
Overlengte/kant |
IPE schwache Achse |
Wiederstandmoment |
Gewicht |
Min. Radius inn. |
Überlänge/Seite |
IPE vertical |
Moment d'inertie |
Poids |
Min. Rayon int. |
Surlongueurs/ct |
Beams |
Strength modulus of resistance |
Weigth |
Min. Radius ins. |
Extra length/side |
IPE os Y-Y |
Wskaznik wytrz. na zginanie |
Ciezar |
Min. wewn. promien giecia |
Naddatek/strone |
|
|
|
|
|
|
cm3 |
kg/m |
mm |
mm |
|
|
|
|
|
80 |
3.69 |
6 |
150 |
250 |
100 |
5.79 |
8.1 |
150 |
250 |
120 |
8.65 |
10.4 |
200 |
350 |
140 |
12.3 |
12.9 |
250 |
350 |
160 |
16.7 |
15.8 |
250 |
350 |
180 |
22.2 |
18.8 |
300 |
350 |
200 |
28.5 |
22.4 |
300 |
450 |
220 |
37.3 |
26.2 |
350 |
450 |
240 |
47.3 |
30.7 |
400 |
450 |
270 |
62.2 |
36.1 |
400 |
800 |
300 |
80.5 |
42.2 |
450 |
800 |
330 |
98.5 |
49.1 |
450 |
800 |
360 |
123 |
57.1 |
500 |
800 |
400 |
146 |
66.3 |
500 |
800 |
450 |
176 |
77.6 |
650 |
1000 |
500 |
214 |
90.7 |
750 |
1000 |
550 |
254 |
106 |
750 |
1000 |
600 |
308 |
122 |
750 |
1000 |