Civil Engineering Association

Full Version: Plate Element Loading on Staad Pro
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Hi,
can i request for a paper or document that pertains to the aforementioned subject. I was quite disappointed with my instructor in staad pro class because instead of using the pressure load for plates he used floor load area which i deemed to be wrong and i have learned it from this forum. I wanted to convince my instructor that really the procedure is not correct and that i have to present him a supporting document.
Thank you.
More Power to this Forum!
Check these links:

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These links were terrific. I already emailed my instructor and had given these resources. I do hope they will open their minds about this especially for the fact that I am just their student and they are my instructors. I am just glad to found this forum as this was my primary source of information.