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  1. jugurtha12

    Etabs Steel Gravity Interactive Design(Shear Wall as Lateral)

    first sory for my english i had download the EDB file then i had made an analysis when the design of the steel frame had complete i had this message 33 steel frames whith auto select sections failed stress/capacity do you want to select then? i think that youmust change this auto seclect...
  2. jugurtha12

    shear wall design ( section designer)

    first sory for my english i want de design a shear wall then i had make my model with section designer then i had copy all the value of M3 M2 P to excel is there any somme one who can help me to fined the interaction angle or is there any whay to knew what angle i can use to draw interaction...
  3. jugurtha12

    Linear Release on Edge of Slab - Etabs or Robot

    I do it with sap and i think that is very easy with sap we select the area element then we right clik then we dot it with joint offset overwrite sory for my english
  4. jugurtha12

    About meshing techniques

    I THINK THAT WE CAN NOT MESH A SHEAR WALL BECAUSE IT IS A STRUCTURAL ELEMENT BUT WE CAN MESH IT ONLY WHEN THERE IS AN OPENING IN THE WALL SORY FOR MY INGLISH

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