Robot Flat Slab Modeling Autodesk Community In this video, we are going to start our slab series in autodesk robot, with the flat slab being the first to be investigated. The slab series | part 1 introduction and flat slab | autodesk robot civil engineering essentials • 10k views • 2 years ago.
Slab Autodesk Community In these tutorials, you learn how to model, analyze, and design a concrete slab with an opening. this set of tutorials guides you through the complete process of slab design in approximately 115 minutes, but you can also work on each tutorial independently. I am trying to do a flat slab design and at the moment i have dead loads applied straight after construction while concrete slab is supported and live loads applied at a later stage. In this tutorial, you learn how to model a basic concrete slab with an opening. this tutorial should take about 15 minutes. the model of the slab is shown below. click here to start this tutorial. set preferences. learn how to start a new slab design session and how to set the preferences for regional settings to united states (imperial units). As far as i can see you are talking about slabs but showing us walls. diaphragms can be flat \ horizontal only. check robot help. if i am wrong please post the file.
Slab S1 Pdf In this tutorial, you learn how to model a basic concrete slab with an opening. this tutorial should take about 15 minutes. the model of the slab is shown below. click here to start this tutorial. set preferences. learn how to start a new slab design session and how to set the preferences for regional settings to united states (imperial units). As far as i can see you are talking about slabs but showing us walls. diaphragms can be flat \ horizontal only. check robot help. if i am wrong please post the file. For slabs with this calculation model defined, bending moments and shear forces are calculated, but slab has infinite membrane stiffness (membrane forces are not calculated when this calculation model is used for slab). Go to the sls parameters tab, and select deflection from the calculation range options. click add, and then close the aci 318 11 reinforcement parameters dialog. close the slab shell reinforcement type dialog. click geometry> (panels). the panel dialog opens. in the contour type select panel. Define a contour for the slab from the polyline contour dialog box. select from the vertical toolbar to the right of the graphic editor to open the polyline contour dialog box. There are no openings defined in your slabs. all openings which can be selected in object inspector are defined in walls. blank regions presented for instance in slab 18 are caused by openings which probably existed but were deleted (issue in graphical presentation).
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