Відео

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.

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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

What does "EF" mean in side face reinforcement?

HOW PO

This new update in the software has saved a lot of time 🥺

When you check the box Use Reduced Stiffness for Steel Members, does RAM Frame automatically apply 0.8 factor per chapter C in AISC specifications regardless of what you put in for Tb value? Or is there a place where we have to manually enter 0.8 after checking that box?

1) How can we find the forces in slab portion for panel load? 2) Is there any command for floor load in physical Modeler?

Staad fails to apply wind load at the roof authentically, it generates only at the wall

What about the roof ??

I have try follow your steps for simple model 10m cable span and I got error message as follows: **ERROR-OUT-OF-BALANCE LOADS LARGER THAN INCREMENTAL LOADS AFTER ITERATION 153 What should I do? Thanks

Thank you. I've been looking for how to define lateral systems. This video is very helpful.

While importing the analysis model to adv concrete design it's saying tank walls are missing. Can anyone help?

can you show how to make combinations of dead, live load and the seismic spectrum, for design of the elements?

Hay un comando "change" después de "perform analysis" ¿Qué función tiene?

How can I remove the Bentley logo in Staad pro 2023 edition

How close is the software you show in the video to the NASTRAN interface of ADINA?

How do you resolve this problem. The boundary is created however when you assign loads it won't work.. Any fix

Hi, why my staad pro doesnt show "Effective length command" in the design tab?

How do i Define Generic circular Section in STAAD for Analysis and Design

19:10 How to calculate ka ?

Good point, we can actually use RAMSS to model built-up girders (although section properties might be slightly different).

Promo>SM 😻

Thaks you Carlos !, Excelent explanation !, Great Instructor !

Excellent Presentation and Narrative! Well Done Prof! Please have them coming Sir!

Meron ba kayo sir nung drift na load combo?

how we apply sloshing effect in the elevated water tank in staad pro

Madam will the end moments and end reactions from beams present at secondary levels be transferred to merged columns??...Please reply

Excellent video. Thank you

Please upload design procedure for single anchor bolt plate design

Where is the command Result > View Value