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RE: Can anyone provide design file of structure(staad input) with load combinations considering p-delta analysis

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As you want to perform the P-Delta analysis, we suggest you to use the REPEAT LOAD instead of the LOAD COMBINATION in order to  obtain the actual second order effect.

One of the syntax as shown below  combines the lateral load and the gravity load

*****************************************************

LOAD 11 LOADTYPE None  TITLE LOAD CASE 11

REPEAT LOAD

9 1.0 1 1.0

*************************************

Also to invoke the P-Delta analysis, you can simple add the PDELTA  ANALYSIS command replacing the existing  PERFORM ANALYSIS command.

However, you can also fine tune the P-delta analysis like ignore the small delta or you can simply use the KG matrix option to run the P-delta analysis.

Please click on the link below that discusses more on this topic.

communities.bentley.com/.../22312.p-delta-analysis-with-verification


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