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when defining imposed loads (live) on a rafter (roof) of a portal frame on sap2000,under the option "type" would it be reasonable to assign "roof live" instead of "live" considering that "live" is
Hello Forum Members, I am developing an application using C# with SAP2000 API v26.2.0 and I''ve encountered a problem with creating Load Patterns that...
Please, I want to know, why SAP2000 design concrete columns with too high area of rebar? I am designing columns of reinforced concrete and I made a simple model with SAP2000, and
Without Sap2000 bridge modeler, if I want to model vehicle load in sap2000, anybody knows how the load being distributed to the member? Should I input the distribution factor manually?
Hi All, Actually I need to define some linear and rotational springs as my building support in SAP2000 which behave Elasto-Plastic. The problem is that I don''t know in SAP2000 v.14 which
hi there, I am currently doing my research about "Assessment of Historical Masonry Structures" and I badly need help on modeling arches on this church using SAP2000...
I can''t find the way to input design fator in SAP2000. It''s quite different from STAAD. Pls give me a hand.
Hi Experts, May I know how can I reduce decimals in SAP 2000 when diaplaying results? Any guidance? I tried via Options --> "Set program default units", similar to Etabs but no change.
How can I display a pushover curve using sap2000 OAPI. How to find the yield displacement and the yield force, similarly for ultimate load and ultimate displacement. How can I