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?
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?
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?
Very well explained. Also explain seismic load application and load combination
Hello sir, aapne promise kiya tha ductility pe videos banane ke liye.
Please jaldi bana dijiye na, please sir
SORRY FOR THE DELAY, ILL DO IT SOON.
Please sir October tak complete kara dijye. I have to mention it in my cv
ILL DO IT BEFORE THAT DONT WORRY..
Thank you sir, all members naa
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?
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.
THANK YOU
GREATE CLARITY
Nice one
Good Job