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Showing results for tags 'Boundary Element'.
Found 4 results
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Hello, I am designing shear walls of a building located in a seismic region on ETABS. After running the shear wall design in the model, I haven't detected any failure warning. However I noticed that for some of the shear walls the stress comp on the boundary elements have exceeded the stre...
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In Etabs, Can I model a wall with columns on it's ends and is it the same as the wall with boundary elements defined in section designer????
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I need some guidelines regarding design of Shear Wall in ETabs. I have attached Design Detail of one of the pier of a 30 story building in Islamabad. this pear is at the basement and the analysis is "Dynamic". I have a feeling that the flexure reinforcement required is too little for this type of...
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c >= lw/(600(du / hw )) This formula determine's whether we will be requiring the boundary element or not. But how to find 'c'? Everywhere it says that we have to perform strain compatibility equation. I can understand concrete will have a 0.003 at one end but what about the other end? and also...
