- #1
Jaydee
- 9
- 7
- TL;DR Summary
- Increase loading on a beam by using steel instead of wood and proving suitability.
Hi all,
I have calculated that a wooden rectangular beam has a max bending moment of 1780N/m2 and I want to increase loading by 10times and use the table for a replacement steel i-beam.
Steel max stress = 275MN/m^2
and
safety factor of 2
How would a suitable beam be confirmed given the data? perhaps I'm making silly errors but I'm just not understanding how its done to the values found in the tables.
So far I've got:
275/2 = 137.5MN/m2 = max allowable stress
Max bending moment = 17800N/m2
How do I go about picking a suitable I beam from just this data?
Any help would be great.
Thanks
I have calculated that a wooden rectangular beam has a max bending moment of 1780N/m2 and I want to increase loading by 10times and use the table for a replacement steel i-beam.
Steel max stress = 275MN/m^2
and
safety factor of 2
How would a suitable beam be confirmed given the data? perhaps I'm making silly errors but I'm just not understanding how its done to the values found in the tables.
So far I've got:
275/2 = 137.5MN/m2 = max allowable stress
Max bending moment = 17800N/m2
How do I go about picking a suitable I beam from just this data?
Any help would be great.
Thanks
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