I am using SAP2000 v14. I want to modify the properties especially shear tension and moment capacities of a cold formed steel section. I have tried by using "Property/Stiffness Modification Factors Form" option from ASSIGN menu, but it does not
OR
In other words I want SAP2000 to fix the...
@Motorcity, Thanks for the reply. This is a case study and not a real life problem. I have also to look out for different cases of beam settlement by varying the stiffness of both the springs i.e. free settlement and pinned supports instead of springs etc.
My deflections and joint reactions...
Dear All,
I have to model an I section beam 11 meters in length by using Sap2000. The beam have three spans and have fixed support at first and last nodes while the in between two supports have spring supports (K = 100000 KN/m).
I have to use Frame element for both the flanges while Plane...
Dear All,
I have to model an I section beam 11 meters in length by using Sap2000. The beam have three spans and have fixed support at first and last nodes while the in between two supports have spring supports (K = 100000 KN/m).
I have to use Frame element for both the flanges while Plane...
