HOW TO ASSIGN LOADING IN STAAD PRO- DEAD LOAD & LIVE LOAD

[@gnidnoeled786]

Nice and clear. What about I prefer the triangular and trapezoidal loading on the beams from a two-way slab be changed to rectangular loading? How is this done in STAAD?

[@shikharsrivastava1895]

Very well explained. Also explain seismic load application and load combination

[@ekeneemmanuel2136]

Nice one

[@MrMdbabar]

Hello sir, aapne promise kiya tha ductility pe videos banane ke liye. Please jaldi bana dijiye na, please sir

[@Sacademicus]

SORRY FOR THE DELAY, ILL DO IT SOON.

[@MrMdbabar]

Please sir October tak complete kara dijye. I have to mention it in my cv

[@Sacademicus]

ILL DO IT BEFORE THAT DONT WORRY..

[@MrMdbabar]

Thank you sir, all members naa

[@venkateswarlupittu9442]

THANK YOU GREATE CLARITY

[@zaincreative]

Sir I checked your other video on g+6 rcc design but there you assigned the wall load to the columns whereas in this video you are assigning to the beams only. What is the correct procedure?

[@Sacademicus]

wall load shall be assigned to beams since walls rest on beam. in case if anywhere wall load is assigned to the columns then it might be an error.

[@khalidalnasser2217]

Good Job