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Hi all! My goal is to calculate the final deflection of a slab (taking account of creeping and cracking) that has variable thickness. After my testing I found out that this is not possible for Robot...
Hi all! I can't understand how As required is calculated for srpead footing. At my example I have a footing 3.5X3m and 0,5m thick and 6.99cm2/m that is calculated by Robot, doesn't seem to make any ...
Hi all, I have this truss (model attached) and the design of the chords are gived to print screens (attached pictures). What is really wierd is that for example member 97 has higher values of ...
Hi,
I have to design a warehouse. The problem is that the mass participation is quite low for the 100 modes that I use. I also tried to filter the earthquakes with 0.1%mass percentage part...
Hi again, I have posted for this structure again. I am modeling a stand alone tall chimney of 30m height. I applied the wind loading as you can see at the model and photos. The problem is that as you...
Hi again,
My chimney model has mass participation problem. I am attaching the model https://we.tl/t-DXUCMdDL6Q I also tried to raise the modes to 1500 and activate the filter of 0....
Hi, At the same model, I used membrane rigid link in order to model a diagraphm of the composite slab that it will be constracted for canopy roof. When I use different master node, the ...
Hi, I would like to ask if it's possible to calculate the yield strength of the bracket attached, using Robot. How I can model it? Thank you in advance
Hi again, I am modeling a chimney. The chimney is supported with steel anchors and steel base plate on the concrete foundation. I am not sure how to model this "connection" with finite elements. Yo...
Hi! I modeled a raft beam foundation of a steel structure with two different ways and I compared the results of soil pressure. If you are interested in this discussion I can also check t...