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  1. Husein Rifai

    ETABS: Draw L-shaped column

    This is the dimension of my column
  2. Husein Rifai

    ETABS: Draw L-shaped column

    is that possible to draw a wall as a column?
  3. Husein Rifai

    ETABS: Draw L-shaped column

    How to assign L shaped column into a model? I am using ETABS 2013 and i dont know how to assign it. I tried with section designer and nothing happen when i assigned it to the model. and i tried with section shape: Concrete L, i cannot draw it precisely. It was too far from the midpoint of...
  4. Husein Rifai

    O/S PROBLEM IN COLUMBS

    You should enlarge the dimension of column, O/S means overstressed and the element cannot handle the forces
  5. Husein Rifai

    How to determine steel profile that we could used for tall building in ETABS

    How to determine steel profile that we could used for tall building in ETABS? like which steel profile we could use for column and beam. Because there are many steel profile and it makes me confused how to choose them
  6. Husein Rifai

    Moment on beam

    This is my etabs file in case you wanna check my modelhttps://files.engineering.com/getfile.aspx?folder=da1d9358-b80b-4ae0-945f-bf538718ca61&file=111.EDB
  7. Husein Rifai

    Moment on beam

    For the first one im not using lateral force except earthquake loads. Is it posible moment on the first one looks like that because earthquake loads?
  8. Husein Rifai

    Moment on beam

    Can you guys explain to me, why my moment on beam looks like this Not like this And what is the differences between both of them?
  9. Husein Rifai

    Moments in Design Reaction ETABS are so big

    I am really sorry for your inconvenience. I dont really understand about etabs because i am new comer. I attached my etabs file, hope you can give some feedback.https://files.engineering.com/getfile.aspx?folder=295570d2-9922-463b-aa21-11e05addeb8f&file=111.EDB
  10. Husein Rifai

    Moments in Design Reaction ETABS are so big

    Can someone help me? My moments are so big, i cant find where the problem is?

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