Single Angle Flexural Member- CSA S16-09
Single Angle Flexural Member- CSA S16-09
(OP)
Anyone familiar with designing single angles for bending in the Canadian Steel Code?
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Single Angle Flexural Member- CSA S16-09
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RE: Single Angle Flexural Member- CSA S16-09
I've normally ended up using the AISC provisions, I believe.
RE: Single Angle Flexural Member- CSA S16-09
BA
RE: Single Angle Flexural Member- CSA S16-09
RE: Single Angle Flexural Member- CSA S16-09
The angle is a 2x2x3/16 that is the top chord of a small truss. The top chord cantilevers past just a few inches to pick up a small purlin of sorts.
I want to check the angle for the cantilever bending.
RE: Single Angle Flexural Member- CSA S16-09
BA
RE: Single Angle Flexural Member- CSA S16-09
BA
RE: Single Angle Flexural Member- CSA S16-09
RE: Single Angle Flexural Member- CSA S16-09
RE: Single Angle Flexural Member- CSA S16-09
The CISC website refers to AISC 360 for design of single steel angles in bending:
http://www.cisc-icca.ca/resources/faq/memberdesign...
RE: Single Angle Flexural Member- CSA S16-09
I don't personally know much about CSA single angles. But, one of our engineers has recently done a lot of work on this subject (for the soon to be released version 11 of RISA-3D). If you contact me privately (via e-mail), I can put you in contact with him directly.
Josh
RE: Single Angle Flexural Member- CSA S16-09
I will contact you in the next day or two.