Please tell me Can Staad do a nonlinear pushover analysis for concrete structures? Also, Can Staad do a nonlinear dynamic time history analysis for concrete structures? Thanks

I found that when I use USER TABLE with AISC 2010 or 2016 the values of table B4.1b are wrong. The limit lambda r for non compact and slender flange is not o.k. Is it possible to review those values for the USER TABLE? Thanks

HOLA, BUEN DÍA, INSTALÉ LA HERRAMIENTA DEL BANCO Y AL ACCEDER AL STAAD.PRO CONNECT EDITION, SE QUEDABA "VOLANDO" FUI AL ADMINISTRADOR DE TAREAS Y VI QUE EL RAPPOR(ETC) DE LA HERRAMIENTA CONTRA INTRUSOS DE BANAMEZX, QUE SUMINISTRA IBM, MANTENÍA EL ...