RE: Frequencies types
1.For the first answer please refer to the following post communities.bentley.com/.../18180.aspx2. One can have modal or composite damping specified for dynamic analysis. One can enter damping as a...
View ArticleFrequencies types
Hi,Please could anyone advise regarding followings:1. Difference between Rayleigh and Modal frequencies and which dynamic analysis they should be used with?2. How to model damping effects within...
View ArticleRE: What's the difference between "pressure on full plate" and "hydrostatic"...
You would use pressure on full plate when the pressure loading is constant over the area of application. This is generally used for applying vertical pressure loading on floors/roofs etc. Hydrostatic...
View ArticleWhat's the difference between "pressure on full plate" and "hydrostatic" on...
Are there any parameters or guidelines on how and when to use "pressure on full plate" and "hydrostatic" on plate loads??Thanks for the help..
View ArticleJune 20th ==>> STAAD.Pro “Outside the Box” Free Insider Skills online seminar
==>> STAAD.Pro “Outside the Box” Free Insider Skills online seminar <<==Register and Join us online for our monthly STAAD.Pro Insider Skills seminar.Event: STAAD Insider Skills – Special...
View ArticleRE: Modelling tubular joints for API checks in Staad
This will not be an easy task. Please find the attached document where you will see a step by step procedure how to model as pipe intersection from plate elements in STAAD.Pro.
View ArticleRE: Floor load
The floor load can be generated on the members which form 1 plane only. The inclined beams on which you are trying to generate the floor loading are not straight, so the floor load cannot be generated...
View ArticleRE: Floor load
Thanks. But can not I tick 'inclined floor' option to address this issue! (Yes the floor load to be applied to main beams only, braces shoud be excluded). Thanks.
View ArticleRE: What's the difference between "pressure on full plate" and "hydrostatic"...
Thank you sir Sye for the help.
View ArticleRE: Floor load
Thanks. Please see attached model where I ahve eleminated the the out-of-straightness. i think everything is now straight but still no success!! Thanks.
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RE: Floor load
The beams still do not look straight. Please see the screenshot where beams between nodes 9 to for a shown only. I draw one single straight beam between nodes 9 and 4. You can see that some nodes in of...
View ArticleLTB Moment Capacity (Lateral Torsional Buckling)
Dear friend.Currently we are using BS 5950 Code for steel structural design. After verification we found differences capacity LTB moment STAAD and by manual.Calculated manual LTB moment capacity is...
View ArticleRE: RC designer vc staad pro output
Thanks Mr. Geeky Biswa.In this I am facing one problem, as I have put around 100 Load combination in one Envelope and followed all rest of mentioned steps. but still in design output its shows design...
View ArticleRC designer vc staad pro output
Sir, is there a diffrence in output for RC designer and staad pro output? where can i get a step by step procedureon how use RC designer? thank you
View ArticleFloor load
Hi,Please see attached model where I am trying to generate floor load but for some reasons can not do it! Could someone thankfully advise me. Thanks.
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