I do not work with anybody that has even heard of this program and I am pretty much teaching myself, so criticism of any kind is welcome. I manually broke the arch into smaller sections because when I create a curved beam in STAAD, I cant see it and it usually causes the program to crash if I try to view a 3D rendered view. Intro for Units in STAAD.Pro and give an idea about the unit combinations. o Structure Types o How to create a new folder in My Computer and call it in STAAD.Pro. Out of curiousity I removed the "ignore stiffness" specification from the plates to view the stress, and I am no longer confident that the loads are being applied the way I would expect them to be.Īdditional notes: I imported from a. Introduction to STAAD.editor o Model program in STAAD.editor to create joints Session 2 Creating a New Project & Units Approach: Explain the start-up dialogue box. I have only attached the file that contains the manual wind loads at this time but can attach the file containing the STAAD generated loads if anybody is interested.Īnyway, the question is whether or not it is ok to apply loads in this manner. It seems to want to apply loads only to "walls" that aren't there since I designated it as an open structure and not the canopy. I am not sure how to apply the STAAD generated wind loads to this structure. As an alternative I created numerous plate elements (stiffness ignored) and applied full plate pressure loads from manually calculated wind loads. My first attempt was to create a surface between the arches, but it seems the program does not like non-coplaner surface of any type. STAAD Pro v8i Software is widely used in analyzing and designing structures buildings, bridges. It consists of a series of arches with shades attached between them. STAAD stands for Structural Analysis and Designing. I am trying to model a tensioned fabric structure.
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