Hello everyone,
I am working to design a HSS beam that is subjected to tension load to one of it's web (attched the sketch) so there will be cable attached to the web
so need to check if the web can make it due to this load. The beam about 25' span simply supported
I believe I have to check...
Hello Everyone,
I have a simple question about the allowable axial load (Compression) capcity of a steel angle.
I have a steel angle used as a brace ( so the load applied to it as column... axially) What is the maximum capcity?
the angle is 4x4x1/2 and its 6 ft long.
Thank you in advance
Hello Everyone,
I am reltivily new engineer. I am trying to design an HSS tube to resiste windload and gravity load at the same time. Can I design the member for each load case speratily ?
then if it passes both it means its okay? I am trying to use the AISC code for my design. Any help and...
Hi everyone:
I am a recent graduate and trying to understand the beam bracing analysis/design.
I read in many texts that the beam flange needs to be braced otherwise it would buckle ( like a wave shape as we see in a column under axial load.)
Now my questions are:
If I have a beam...
