Search results for query: *

Hi http://ansysx.blogspot.com/2011/03/crackcrush.html You can find the picture of what i want to do in the above link. I am modelling a concrete wall using SOLID65 brick elements. the wall is fixed to in all 6 DOFs. I am applying a pressure load to the face of an element in the surface of...

Hi Everyone I am modeling a Concrete wall with SOLID65 elements and a steel frame is connected to the wall with a steel plate that is fixed to the top of the wall the steel frame is modeled using SHELL181 elements. I have three pressure loads applied as circular area pressure loads, two...

Hi I have a concrete wall, i want to connect a connect a steel plate to it and a W section frame is connected through the plate to the wall. I mesh the plate and W sections with SHELL181 elements and the concrete wall with SOLID65. (See the attached picture) I apply loads to the wall, the...

In SAP2000 14 on the start up is the picture of burj dubai so you my guess ...!!!

I am designing a Silo for and Finite element course should i be assigning thick shell elements and should i assign the reinforcement seperatly in another command... what load combinations should i use, american code?

I'm trying to design a fly ash silo for a FE course; it does anyone know the load combinations in the american or preferably canadian code? I should assign shell type thick for the outer walls right? whats the difference between shell type thick and thin? thanks see file uploaded