Staad Pro Connect Edition : 04 Continuous Beam with UVL & Point Load

[@Tousif-l5g]

Why not d2=0.2..plz explain.since it's shown edge to mid of beam?

[@irshadshaikh5770]

Can you please add manual calculations for Continuous Beam?

[@artisorte5104]

Very nicely explained

[@kanisunbox7096]

For 1st beam I am getting inverse diagram for moment. N the table also showing moment as 0 at 3m.

[@DrHJShah]

For 5 kN concentrated load, d2=0.4 m is taken. I think it should be zero.

[@JitendraChoubisa]

yes that's correct

[@Tousif-l5g]

Why not 0.2..plz explain.since it's shown edge to mid of beam.

[@DrHJShah]

At mid of the beam it is zero. If it has any value, it will create torsion. Hope, this is clear.

[@bishaldas7221]

Sir, i followed same procedure but i haven't got the moment results like you...but i got shear force same... What can i do sir??

[@saadfarrukh1049]

You are facing this problem because Staad is giving you moment in K-in, whereas in the video it is displayed in KN-m. To change the units, Go to File → Settings → Display options → Force units, and change the unit of moment from K-in to KN-m.

[@user-db3dm2lj9m]

​@@saadfarrukh1049Thanks bro

[@umeshmathulkar255]

Why creating different cases for same type of load you created dead load case three times rather than that just add all dead loads in single load case

[@arun9643]

9:00 sir d2= 0 hoga na Aapne 400 mm liya h

[@NiteshBhure]

it will be 0

[@errajiv2004]

@@NiteshBhure i think it should be 200mm as it is acting in the center of the beam

[@shambhurajpawar4524]

​@@errajiv2004true