Hey all
Hope everyone is ok,I have couple of questions to ask
1. Where is the threshold in the code to distinguish between beam- column and column in design, or in other words what is the biggest axial force that we can ignore and consider the beam-column as a beam
2.Generally speaking if we...
you are right, I found the statement,
I think the formula used in the paper mentioned is good, but I am looking for safety reduction factor as per LRFD method, can you suggest any thing in AISC
Thank you
I would like to calculate the bond between concrete and steel sections(steel tubes,etc)
I found one paper which define the bond relationship (Experimental Study on Shear Splitting Failure of Full-Scale
Composite Concrete Encased Steel Beams)
and I found fs=51.25629.544p
where p =steel area to...
Thank you MacGruber22
Regarding Point 1, I don't agree with you, if you make moment redistribution this will affect the section(different cracks to achieve the new moment distribution,which should affect the deflection)
Regarding point 4 ,page 1-95?? all pages has this format 16.1-page...
Hi guys
Hope everyone is good
I have couple of questions in my mind(,and I wish if any can help
1.ACI code allow for moment distribution up to 20%,thus Should I consider the new moment distribution in the deflection calculation???
2. Generally speaking point of inflection(zero moment) for the...
