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  1. GJoeRMK

    A Sap2000 API question, SapObject.SapModel.SolidObj.AddByCoord()

    Look at this slab, beatiful! X_losa = [0.0, 3.0, 0.0, 3.0, 0.0, 3.0, 0.0, 3.0] Y_losa = [0.0, 0.0, 6.0, 6.0, 0.0, 0.0, 6.0, 6.0] Z_losa = [2.4, 2.4, 2.4, 2.4, 2.55, 2.55, 2.55, 2.55] ret_losa = SapModel.SolidObj.AddByCoord(X_losa, Y_losa, Z_losa, "Losa", nombre_prop_solido) z_top_vig = 2.4...
  2. GJoeRMK

    A Sap2000 API question, SapObject.SapModel.SolidObj.AddByCoord()

    Just for curiosity I change the order on how I defined the points: Before X = [0, 2, 2, 0, 0, 2, 2, 0] Y = [0, 0, 2, 2, 0, 0, 2, 2] Z = [0, 0, 0, 0, 2, 2, 2, 2] After X = [0, 2, 0, 2, 0, 2, 0, 2] Y = [0, 0, 2, 2, 0, 0, 2, 2] Z = [0, 0, 0, 0, 2, 2, 2, 2] That minor difference was key in...
  3. GJoeRMK

    A Sap2000 API question, SapObject.SapModel.SolidObj.AddByCoord()

    Hello fellow engineers, I am working on a simple script to create a slab from 3D elements, here is my code: import comtypes.client as cc import numpy as np import os # Intenta conectar a una instancia existente de SAP2000 usando GetActiveObject SapObject =...
  4. GJoeRMK

    Storey stiffness

    You can calculate a pseudo story stiffness by just dividing the story force by the deformation on the required direction, since you are doing a non linear analysis you should decide in what state you want to measure the stifnesss, it could be stiffness at yield, at maximun force or at ultimate...

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