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Hello thank you for this useful presentation. Why didn't you take into account the cracking of the concrete?
If your model contains lateral loads, should you still use compression only spring? Or would you use surface linear spring?
Hi sir, why the sign convention of soil pressure is negative? in midas gen does it indicate compression for soil pressure? or direction of soil pressure downward?
Same question here
Sir is there free structural analysis and design software that i can use because i dont want to use crack version of softwares
Hello thank you for this useful presentation. Why didn't you take into account the cracking of the concrete?
If your model contains lateral loads, should you still use compression only spring? Or would you use surface linear spring?
Hi sir, why the sign convention of soil pressure is negative? in midas gen does it indicate compression for soil pressure? or direction of soil pressure downward?
Same question here
Sir is there free structural analysis and design software that i can use because i dont want to use crack version of softwares