Sir. ... I keep watching this video with highly appreciation this efforts ... please can you make the same illustration with ACI 318 code???

Sir i am Totally confused

In PDC-4 you haven't added the SDL , maybe that's why the value is slightly different than PDC-3.

During design PDC1, PDC2, PDC3 and PDC4 combination need to add in load combinations for structural design??

Sir for P-Delta analysis , while running design we have to consider thie p-delta combination i e PDC3/PDC4 in design combination.?

Also do we need to define p delta option??

Why EQX+ AND EQX- LOAD PATTERN HAVE BEEN DEFINED SEPARATELY? ALSO ANY GOOD PRACTICE IN GIVING NO. 2001 ,ETC IN FRONT OF LOAD COMBINATION?

Also can this method be more correct if you have 1.5 scale factor (after it is scaled for base shear) for RSX in RSXPDelta and 1 scale factor in load combo. I believe this will give higher deformation. And may be more correct because we want ultimate load factors for PDelta definitions.

Sir, Can u give me a software?

For what type of structure dynamic or static, linear or non-linear analysis is performed?

Accurately made video

Sir do you have any combo offer Etabs + staad

P-∆