are there any manual for ram concept?

very nice pesentation thanks

I have this error, it says I should have select section profiles and materials assigned to all members even I already did it.

where can we find the training files (std format)?

Valuable information. Staad. Pro has several types of analysis facilities available, like direct analysis, p-delta analysis,time history, response spectrum, blast analysis etc. Is there any " in-elastic non linear analysis" (simultaneously) available in staad pro? If yes, which methodologies does it follow for analyzing the structure? Kindly suggest any reference book name for referring manual calculation of "in-elastic non linear analysis".pls reply...

I have 2 questions. The first one is, when you want to consider only 2% of gravity loads as NL, does software calculate Tb? because I cannot see other options other than 1.0 and user input. The second one is how to consider the stiffness of brackets in case we have a bracket, that is very common in rafter to column connections ? thanks

Please kindly upload video of the modeling in staadpro

Hi, is there an option to uncheck SFR Rebar while designing?

Thanks for sharing

well explained tutorials. Good for learners of steel structures

What if the frequency output by staad exceeds the the input frequency?

Sye sir how to contact you through Bentley

Is there copy & paste function for connection design in STAAD Pro ? There are many columns(having same section) in the model.

how about the reinforcements?

Can STAAD Foundation Advanced 2023 perform isolated and combined footing design?

Can please somebody answer me. Id R is radius? How to compute the total cutting length? A+B ? How please answer. Thanks

What is the difference of BBS and Section of Slab. Because the Section of Slab generate continues Bottom Rebar while on the BBS doesn't. (Or may be i didn't know how to do it😊? Please reply engineers)

I've had problems with this where you get warnings for tendons being out of the section, for when it cuts the design strip under the tendons. Is there a way arounds this, or is it really just a trade off with a larger shear core vs. a shorter slab elevation?

Aswathi malayali aano???😄

Why is the documentation syntax for VBA different than the syntax you use? Example: Dim nNodeNo As VARIANT = OSGeometryUI.AddNode(fCoordX, fCoordY, fCoordZ) vs Dim Node as long Node = obj.Geometry.AddNode(x,y,z) I've tested both. The former doesn't work but the latter does. Why is the documentation wrong?

But the drawings do not come as frange. They come as rectangular

how do you design this with pedestals? If the assigned supports are fixed it exceeds the ratio when designing the structure with pedestals.

Good day sir. How do you properly design base plates if a pedestal is considered. ? Most of the designs in staad i came across are designed where the column is directly attached at the footing which in the real world can have damaging effects to the column for it will be exposed to water and earth.

unable to download the file

Bending moment diagrams are also not correct.

How come design is not including wind loads?

very complicated, nothing useful.

WHICH VERISION OF RCDC IS HAVING Designing Water Tanks OPTION?

how can fix error " unknow indentifier _ leftrun" please !

This problems makes StaadPro very difficult to use and especially when models become more complex.

Hello for staad pro connect edition it has two classifications of seismic load cases namely "seismic -h" and "seismic -v" my question is what's their differences and uses

For STAAD pro Advanced CONNECT Edition, what is the difference b/n "seismic -h" vs "seismic -v" and what should be used. Thanks in advance for answers.

Helpful ❤

Please ,, didi ican transfeering earthquake load on slab from staad pro to safe software?

Why can I only have 8 IBC load combinations? I need 12 of them: 1 concentric + 2 eccentric in each of the 4 directions = 12 cases...

Hello I want to know how to do a P Delta Analysis with a Response Spectrum load? Can you make a video or send me a STD with the correct way to do it.

Can you show me, how to create and assign section from UPT to staad by VBA? i can't find guide in openStaad. (noted FROM USER PROFILE TABLE)

How did you model the contact. In particular was there a contact modelled between columns and rigid surface or only slabs and rigid surface

can you inform of how to update the SFA 23 model with new loads if they have changed in the staad pro file?

can you inform of how to update the SFA 23 model with new loads if they have changed in the staad pro file?

STAAD pro version please

Request you please share the STAAD file

What about pile design itself (depth and reinforcements)?

As per my knowledge seismic load is not a gravity load so it can't be negative.

can i apply offset to subgrade modulus , for example raft thickness 500mm then offset of 250mm it right or wrong

Why login is not done in staad forum page for technical discussion ? there is show an error message of "YOU HAVE SUCCESSFULLY LOGGED OUT". Why ? Kindly describe step by step process to login successfully

How to add pictures in the report please confirm

garbage licensing system with no support active

When I am importing column data it is saying selected file is not compatible?

Please is it possible to group columns