Does anyone know how to apply the Hot-Rolled" rules to the General Material in Risa 3D? This is for custom shapes that i cannot define in the "Hot Rolled" shapes.
I am trying to create a corbel condition at the face of the column. My vertical load is approx. 200 kips and no horizontal load.
What do you guys think? Can i use greater stirrups than #5. I know they hard to bend but can they still do it. This might occur at approx. 10 conditions on the whole...
I am able to design the exterior masonry walls marked in red as the lateral resisting system.
Would i have to design for the interior walls marked in yellow as part of the LFRS?
Can i keep them lightly reinforced and rely on the exterior for to take and transfer the lateral forced into the...
I am planning on taking the SE exam. I have had 1 unsuccessful attempt at the PE exam last year but i didnt really study for it and it was a casual attempt.
Please see attached pdf.
What do you guys think? Am i missing anything? Is this realistic?
I would like to know your thoughts and get...
Has anybody ever designed a Wood Firewall? What type of connectors do you use for it to breakaway? I am using a wood wall as a bearing wall. My headers sit on the stud pack in the wall. What type of connection could I use for the headers to break away in the event of a fire? The wall is 2 hr...
How can I get the sulphate content of the soil at the site? Does the geotechnical engineer typically provide this information? If the geotech does not, how can I estimate the sulphate content?
The reason for this question is Table 4.2.1. Before specifying concrete mix design it seems important...
I am very new to abaqus.
I have modelled a concrete, epoxy (adhesive) and a frp element
concrete - elastic and smeared cracking
epoxy - cohesive and elastic
frp - shell elastic(orthotropic) and hashin damage
I am getting the error after i run the analysis:
Only one stress value given on...
