Design of G+1 Building frame by using STAAD Pro connect

[@mahendraaandkaanchanpatil1489]

Sir, you should make a complete video with rcdc

[@shreehariousudhalaysskindi7802]

Excellent Sir.🙏

[@pramode]

why did you added wt of slab when self wt component for whole structure already taken into consideration, is not delicacy of self wt?

[@Civilengineerknowlege]

Very easy and workable

[@mgz111]

Density of concrete is 25kn/m3 why did you take 20??

[@mokwilliam7617]

I think that is the density of brickwall, not the concrete

[@Civilengineerknowlege]

Plz make a video on how to make a client sheet

[@Abdullah_majed]

I have a problem at minute 20:03 in my program, when the icon appears, the word design does not appear

[@praveenpal8475]

why you can't put seismic load

[@mohithm5801]

I have a doubt why did you add 3 while calculating total floor load

[@meh-mw8em]

Its given in question live load 3kN/m²

[@surabhisaxena1856]

Thank u so much...

[@manjula6021]

Sir plan

[@abinjoseph4411]

Create is don't working??

[@Shimelis-hx1eb]

What staad

[@jashanpreetsingh8081]

Its G only not G+1