Hello,
I have something similar to the following structure:
In order to verify bending ULS, I calculated the effective width of the web, compounded with flange and took its Md and Nd.
My question is: When verifying Shear ULS, do I have to use the same section (flange + effective width) or can I take only the flange + web using only the width of the web?
Thank you!
I have something similar to the following structure:
In order to verify bending ULS, I calculated the effective width of the web, compounded with flange and took its Md and Nd.
My question is: When verifying Shear ULS, do I have to use the same section (flange + effective width) or can I take only the flange + web using only the width of the web?
Thank you!