Which method is better to apply slab load in STAAD? Verification with field example cutout in Slab

[@sudarshannikam5243]

Sir you have found best solution to overcome tedious repeated job. But STAAD PRO software developers forgot about those openings. They haven't made provision for opening . At least they should have provided toggle provision in Floor load option that can be used for to removing void area load. But you have found solution like Antimissile .Thanks for this.

[@azmat_waseem]

Very Informative... Thanks...

[@ishanpanchal2854]

Very well explained sir..👏👏

[@CIVILNIRMAN]

Thank U Ishan 😀

[@niteshvishnavat9366]

Sir make a video on wind load on building in Staad pro and dynamic eq analysis

[@CIVILNIRMAN]

sure

[@hummaidzafar2666]

Sir why haven't you used master slave command. I m so confused about it Could u please design a slab using master slave command and show us how and when it is used. I m confused coz neither u have used plate element as fem nor u have used master slave command.

[@CIVILNIRMAN]

It is just a demonstration model only to make u all understand about different situations regarding slab loading application, whether to go by range or by group Thats why master slave is not discussed here In reality for actual model and design you have to consider that

[@hummaidzafar2666]

Got it. But could you please design a slab from scratch using master slave command.

[@CIVILNIRMAN]

@@hummaidzafar2666 sure kzbin.info/www/bejne/a4KmhoGBmtyketE check this

[@hummaidzafar2666]

I understand this video and now it is kinda clear to me, i m using purpose of using master slave. But i dont know the process of applying. Its a kind request to make a video on it

[@CIVILNIRMAN]

@@hummaidzafar2666 ok sure