I would like to ask, when I run the calculation then check the provided reinforcement bar, the result in calculation note is 0? this is happened when I saved as the previous file to new file. Anyone can help?
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first I changed the geometry coordinates at the node 45 which is at the support (at the back) for x axis.these step I repeated until at the very top node (at the same value x axis).
then I changed the slab load at the 1st, 2nd,3rd and attic storey.
Also I changed the dormer roof (structurally) to become 'new file'.All the released have been checked.
I also try to copy the structure and then paste it to the new file, and there is a message (attached pic) when I try to check the provided reinforcement.
Focusing on the new model.
1. The accidental as I suppose use of elastoplastic analysis results in lack of convergence of analysis which you ignored
2. The incorrect definition of load on bar 414 (reported during verification of the model but apparently ignored as well) for case 2 causes N/A results for this case as well as for combinations that include this load case. This is the reason for zero results in the RC Beam design module
3. Excessive number of releases (or lack of e.g. X bracings for horizontal displacements of teh structure) causes instabilties of type 1. This issue has to be addressed as the obtaibned results are incorrect (check values of max. rotations of nodes)
4. The waring you atatched is for EC2 code that requires different type of SLS combinations than BS. The model you attached has got BS code set in the JOb Preferences so it is not displayed when you export the beam from the model to the RC Beam design module.
I''m attaching the model with points 1 and 2 addressed. You still have to take care about the 3rd one.
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