I was wondering what would be the easiest way to convey to students the results of Karamba’s analyses results.
How can they know if the beam, slab, or whichever structural element they wish to model is going to stay up, fall down, be optimal, or need optimization?
Thank you, sorry if the question is too general.
To analyze if it will stay up, for hipostatic structures (not stable) the Analyze I and II components indicates with a message erro inside a bollon. You can use the Eingen Mode component to see it the structure is hipostatic as well.
To see if the structure needs optimization, you can analyse the stress utilization on Beam View component or uses the Eurocode verification for steel structures using the component: utilization of componentes and see the field detail on It.
For reinforced concrete or wood, I will recomend to you the user manual.
Thank you very much for your input!