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If plate is selected to model secant pile, what should be the EI value. Cracked EI Or uncracked EI?
How do you calculate EI and EA for tunnels? It is not a rectangular plate.
hey guy, I would like to know that d(element thickness) is the same value as h?
If plate is selected to model secant pile, what should be the EI value. Cracked EI Or uncracked EI?
How do you calculate EI and EA for tunnels? It is not a rectangular plate.
hey guy, I would like to know that d(element thickness) is the same value as h?