similar to the sliding & uplift factors, would be helpful if there's an option to enter Overturning safety factor also.

This check should be implemented in RCDC as we know during design the reinforcement area maybe needed to be increased in order to pass the beam deflection check

In general, Most of PEB companies design the web as Slender members if the project location is in low seismic region. In such cases when we give the design report to consultant for approval, we get comment that web area is considered in calculatin...

At present member releases shown as circles at beam ends, makes the view a bit congested with node numbers ON, which makes it difficult to cross verify the DJ1 & DJ2 parameters. if we have an option to scale down the circle (or) introduce a 't...

In STAAD.Pro Advanced 2024, please add tool to adjust the scale (size) of the "Beam Orientation" arrows. it is impossible to distinguish from one member to another with the arrows so large.... this was an isolated view of a portion of a much large...

Application of seismic action (including accidental torsion) for structure in Singapore using EN 1998-1 is cumbersome. Request to include this code in future development.

I have several spread footing analysis, and some indicate fail/pass as failed in red color, but bearing capacity is OK, now, I can see that safety factor is not OK by hovering the cursos over the footing, but that is all, I don't know the cause or...

in standard section data base only 90Deg hat is available, we are mostly using 75Deg hat

Sometimes, a member requires the assignment of a Beta Angle for a particular member, but after some iterations, it might not be needed. In the Beta Angle assignment tab, when someone defines a Beta Angle, it exists—but Beta Angle 0 is removed. In ...

The FRP rebar is future of replacement for mild steel rebar. it is most useful for design of member like beam, column, slab and foundation. in the infrastructure project it is mostly used. This is very useful for the future.