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Hello all, I have this simple concrete set of stairs that I need to run an engineering analysis to see how the slab performs and if the suggested reinforcement work. The question I have is q...
Hello,
I am trying to model a cantilever retaining wall about 2.0m in height and has a 2.3m long base.
I wanted to know the actual deflection of the stem. I model the 2.3m long ...
Hello, I've modelled a 12.5m high wall supported by steel beam at the top. I've modelled the support to have a roller at the hor. direction(y),blocked x dir but allow z-direction. ...
Hello, I've modelled a unequal angle(300mm long) with 2 node supports(anchor bolt). The loads are symmetrical including the arrangement of anchor bolts but support reactions for the...
Hi all, I am trying to model and design an RC shear wall to resist the horizontal wind load. I am getting very high requirements for reinforcement, which is mainly concentrated at the corner...
Hello, I'm just wondering how to view the "values" of wall reaction diagrams,ie, if you go to Results/Diagrams/Reactions/Fz..etc., it only shows the max values. In the attached scre...
uni freshman here, hello guys. Im hopping im on the right forum for the silly question im bout to ask in regarding to my confusion about selfweight formulas. i been told that self weight is ...
I set up two models which are etabs and robot. When set both model suport are pinned. the reaction of support is very small different around about 0.01 But when i set support is fixed , the models r...
Hi, I would like to apply soil pressure on a cantiliver wall, but i am not sure what option should i have to use, Any one can teach me how to apply soil pressure? any help? soild p...
Hello, I modelled an unequal angle with mesh size of .05m and .01 m, when I run the calculation the reaction result (for node 1 and 2 are different). Result for .05m mesh is quite r...