Re: Instabilities reported in Lifting Analysis results
basically, for lifting design, i use fixed support and release the sling member at both ends FY FZ MX MY MZ, only the axial force. and give dummy support (usually fixed-but with small stiffness (less...
View ArticleRe: How to suppress stress check on STAAD, AISC ASD 9th Edition
Hello Shany, thanks for answering. Let's say I only have Parameter 1 (deflection check using load list 1 to 10). Let's disregard Parameter 2 (Stress check). I defined DFF, DJ1 and DJ2 for Parameter 1 ,...
View ArticleRe: Is there other way, I mean a better way?
you can check via unity check tab in post processing for steel structures. but it depends on how many parameters you have in your model. if you have 5 parameters turned on and each parameters have each...
View ArticleRe: How to suppress stress check on STAAD, AISC ASD 9th Edition
To the best of my knowledge, this can be achieved by the LOAD ENVELOPE command in Staad using the AISC UNIFIED code.Lets say you define :PER ANADEFINE ENVELOPE1 TO 10 ENVELOPE 1 TYPE service50 TO 100...
View ArticleRe: How to use STAAD more efficiently
Just an extension of Sasa3k's comment on loads.REI team really has to look at ways of inserting loads as flexible entities rather than inflexible attributes.Really frustrated by (the lack of) this. The...
View ArticleRe: Instabilities reported in Lifting Analysis results
You may check this article :communities.bentley.com/.../lifting-analysis.aspx
View ArticleCombining Static Loads with Moving Loads
Hi All,I am having some major issues with combining my static loads with a load generation for vehicle movement across a structure. The attached structure is for a wharf and I need to apply the static...
View ArticleRe: Combining Static Loads with Moving Loads
Model is attached. Happy to take suggestions on better/proper ways of combining the two.
View ArticleRe: Combining Static Loads with Moving Loads
Hello Anthony, You need to combine load combinations 11 and 12 using a REPEAT LOAD command instead of LOAD COMBINATION and then move those load cases before the moving load generation. Also, there is...
View ArticleRe: [API CODE] ask : RATIO command
The design per the API code in Staad is divided in two parts (1) the member design (2) The joint design.The member design is the stress based approach and the joint design is the capacity based...
View ArticleRe: How to use STAAD more efficiently
Kris,Thanks for your reply. I anticipate your responses to Sasa3k's other questions. As Sasa3k mentioned above, most of your replies are workarounds, not native functionality. It would behove you to...
View ArticleCan multiple RATIO commands apply to a single Code Check?
I'm working on a STAAD model having several load cases and combinations, some of which include seismic loads. Project specifications allow a 1/3 increase in allowables for seismic loads. I'd like to...
View ArticleRe: [API CODE] ask : RATIO command
Mr. Biswa, thank you for your reply.do you know how the RATIO command work in API ? is it same as the RATIO command in AISC ?here i attach my sample model. there are 2 files which has different value...
View ArticlePlate Properties in staad
Hi all,i wish to know is there any command in STAAD to keep the sectional properties of staad in the required format?Kindly look at the attachmentThanks in advance
View ArticleRe: Parametric meshing - junction of two boundaries of the two model meshing
Thanks Modestas, i have completed the meshing and have a query now kindly find my new topic in the attached...
View ArticleSTAAD.Pro tutorials
Hi,I use STAAD regularly but have never used the Design function. I have a 3D frame carrying large signs which I would like to carry out a design check on.Are there any tutorials available ?Thanks
View ArticleClik here to view.
Re: STAAD.Pro tutorials
Hello,STAAD.Pro installer is equipped with many Tutorials and Examples. To access tutorials please navigate through Start->All Program->BentleyEngineering->STAAD.Pro V8i->STAAD.Pro Online...
View ArticleSoft Storey Checking issue IS:1893(part-I)- 2002
Query :I have specified the CHECK SOFT STOREY command in my model in order to tel the program to do the soft storey checks. But, the following warnings are appearing in the output.**WARNING: FLOOR...
View ArticleClik here to view.
Re: Soft Storey Checking issue IS:1893(part-I)- 2002
There have been a few changes in soft storey checking in recent versions of STAAD.Pro. In order to perform soft storey checking, one of the following is needed in the model: 1. The FLOOR HEIGHT...
View Article