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  1. yanoby

    SACS-weights option

    Hi, u can define trans acceleration z = 1g and center of roll default 0,0,0 rgds
  2. yanoby

    SACS-weights option

    Hi, If u want to use weight to generate load in sacs, there are 2 following steps 1. Define weight in weight menu 2. Generate load using environment/loading menu (i. define center of roll, ii. define acceleration (z dir), iii. includ wt group u want to apply as load rgds
  3. yanoby

    SACS - Plate Stiffner

    Hi, For the right part, angle and plate do not act as single stiffened plate member which is the case for the left part. So the structure is not symmetrical as u thought so it's expected two different results.
  4. yanoby

    ASCE 7-95 - seismic load

    Hi all, To calculate the simplified static load, two values of seismic coefficients have to be dertermined. One is for acceleration dependent (short period) structures the other is for velocity dependent (intermediate and long period) structures. Anyone can tell the difference between these...

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