RE: How to change the resistance factor for LRFD of AISC 360-10?
Hi, Displaying on screen is done. Thank you. But, how can I change results in the Output?
View ArticleHow to change the resistance factor for LRFD of AISC 360-10?
How to change the resistance factor for LRFD of AISC 360-10?
View ArticleRE: error while analysis of pushover
Here is a valuable discussion on the same topic: communities.bentley.com/.../275037 Also, a good TechNote about the Pushover Analysis in...
View Articleerror while analysis of pushover
Hello sir/Ma'am,Good Afternoon, i have got some issue with the while pushover analysis,ie i was getting contiously error of mass participation should be more than 75% WHAT IS THE SOLUTION FOR THIS...
View ArticleRE: Creating build-up section consists of Double Tube Section
You can model such section using the Section Wizard (Tools -> Section Wizard) and then import it into STAAD.Pro.
View ArticleRE: Creating build-up section consists of Double Tube Section
Thanks for the response. I am not that much good in Staad! as the best of my knowledge, Section wizard has no standard Tube section property. Thanks Nader
View ArticleValues shown on selecting load combination in STAAD pro are different from...
I am attaching a file here to clear my question. I have applied a load of 70 kn in self weight and 48kn in snow load and i have several load combos. Question is that while i select my first combo i.e....
View ArticleRE: Creating build-up section consists of Double Tube Section
Once the Section Wizard is opened, go to Tools -> Section Builder. In the Section Builder you can select from standard profiles (Select Profile button) and combine it into the required one.
View ArticleCreating build-up section consists of Double Tube Section
Dear Sir, I am designing a lightweight steel structure that required creating a build-up section from 02 200x100x5 RHS Tube section on top of each other vertically (final member dimension: 400 depth...
View ArticleSupport Reactions Sign Convention
Hi,Could you please tell me about support reactions sign convention in the staad output file?
View ArticleGrillage Model for Elevated Ramp - Torsional Constant
I am modeling a grillage for an elevated ramp and have been following instructions from couple of textbooks. In order to define the transverse diaphragm members I need to define two section properties...
View ArticleRE: Biaxial Column Bending
Hi Seth, I've completed some column designs in Staad using the design sub-tab under the modelling tab. I have observed that when I request a detailed output the design chart shown is a 2D interaction...
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RE: Biaxial Column Bending
STAAD.Pro does design columns for axial + bi-axial moments. Based on the axial load and the arrangement of bars within the cross section it first comes up with the uniaxial moment capacities...
View ArticleBiaxial Column Bending
Hi Everyone,Can Staad be used to design columns subjected to biaxial bending, and if so how can this be done?Thanks
View ArticleRE: ELASTIC MAT with convex polygon requirement but Influence Area changed
As you know, influence area is multiplied by the subgrade modulus value to calculate the spring stiffness. So if the difference in influence area is not much, it may still be OK. If you want a more...
View ArticleELASTIC MAT with convex polygon requirement but Influence Area changed
Hi guys,I have a small ground bearing foundation here BUT with very odd base support due to pre-existing obstruction.modelling method - finite elementsupport type - ELASTIC MAT DIRECT Y SUBGRADE xxxxxx...
View ArticleRE: Compression-only spring
Yes you need to define the springs first and then assign the compression only attribute to it. If you are defining spring supports using FIXED BUT support option, you may follow the sample input...
View ArticleCompression-only spring
How to apply compression only spring in Staadpro, please?I tried the ways given in the help file, but it did not work. My understanding is that I have to assign a spring to the nodes before I can...
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