RE: Warning: Load Beyond Its Length, Full Length Assumed
Respected Sir, Total length of the deck is 480m. So i have defined d1 as 0 and d2 as 480. Still I am not able to understand where the problem lies
View ArticleRE: Warning: Load Beyond Its Length, Full Length Assumed
Although your deck is 480m long, but the length is broken up into a number of analytical members of much shorter length. For example if you look at the first load item under you load case 2, the...
View ArticleWarning: Load Beyond Its Length, Full Length Assumed
Respected Community,I am analyzing a bridge deck and I am getting the warning "Load beyond its length, full length assumed". I have worked a lot on this warning, but of no use. So I would like you to...
View ArticleAllowable Bending Stresses for Non-Compact Web Sections per AISC 9th edition
Equation F1-5 of AISC 9th edition specifies for non-compact web sections that Fbz = 60%FyEquation F2-2 of AISC 9th edition specifies for non-compact web sections that Fby = 60%FyHowever, STAAD PRO...
View ArticleRE: StaadPro_Foundations stability checks
A wiki is created to demonstrate how stability checks can be carried out for mats analyzed in STAAD.Procommunities.bentley.com/.../29973.stability-checks-for-a-mat-foundation-modeled-in-staad-pro
View ArticleRE: Zero Stiffness at Joint
There are two reasons for those Zero stiffness messages--1. You have declared all the members in your model as truss member using the STAAD TRUSS command. You correctly specified the partial member...
View ArticleZero Stiffness at Joint
Respected Community,I am trying to analyze a 2 legged truss tower but I am facing a warning "Zero Stiffness at Joint..." I have tried both MEMBER TRUSS AND MEMBER RELEASE specifications, but none of...
View ArticlePrevious RAM Insider Skills - Special Interest Group
Hi,Where can I watch previously RAM Insider Skills - Special Interest Group?, because in bentley learn it seems is not getting updated, the insider skills there still year 2014.Thanks
View ArticleSTAAD Foundation Advanced (Machine Foundation): ANALYSIS RESULTS ARE NOT...
Hello,I am modeling a machine foundation and trying to tweak it such that the foundation performance is adequate. I was re-running the analysis numerous times until I suddenly received an error after I...
View ArticleMasses Defined Under Load... 31 Trivial Mass Terms Set to Zero
Respected Community,I am trying to perform a modal analysis on my structure. But I am getting 2 notes saying "trivial mass terms set to zero". I am not able to understand what it actually means. Can...
View ArticleWhy until now ISM could not able to read plates and solid from staad, very...
Hi guys,I wanted to ask if you have any plan for ISM to read staad plates and solid, so that work flow for transfering model from staad to other bentley product such as prostructures or aecosim will be...
View ArticleREGARDING INTERPRETATION O SHEAR WALL DESIGN RESULTS
Hello everyone,I am getting problems in understanding the design results of Shear-wall of my model can anyone help me with it .Actually, I want to calculate the total amount of steel used in and...
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RAM Concept - Punching Shear Question
Hi Seth, Karl, I'm having a slight issue with the punching shear check for a tricky slab arrangement with many different Top Of Concrete levels and thicknesses. 1000 x 400 RC column with V* = 800 kN...
View ArticleRE: Masses Defined Under Load... 31 Trivial Mass Terms Set to Zero
On a general way, NOTE is reported to just to notify you what the program is doing. There are two ways of defining masses for the dynamic analysis- (a) using mass reference load cases, (b) using a mass...
View ArticleRE: REGARDING INTERPRETATION O SHEAR WALL DESIGN RESULTS
Please note that CONCRETE TAKE command doesn't work for shear wall design. You need to manually calculate the quantity of steel and concrete. There are two portion of the shear wall - boundary element/...
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