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Re: Can multiple RATIO commands apply to a single Code Check?
Dear Er. Sanju, I will try to explain what Er. Suresh Sharma is suggesting with an example...1. Let us say allowable stress for a particular check is 150 (all stress units are N/sqmm). 2. Let us say...
View ArticleIssues in Isolated footing design (IS456) with STAAD Fdn Adv
Dear Sirs, I had an isolated flat/pad footing design done using IS456 code with STAAD Foundation Advanced latest patched version (06.02.00.59). Sample calculation output is saved as pdf file and...
View ArticleRe: Issues in Isolated footing design (IS456) with STAAD Fdn Adv
Attaching .afs file in zipped format if required...Arunkumar
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Plate Element Result
User Question:I have the following goal post frame modelled with plate elements. We would like to know why are we getting Sx stresses (in horizontal direction) inspite of a vertical loading being...
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Re: Plate Element Result
There are two reasons why the value of Sx develops on the plate elements –*Due to Poisson’s effect (which is an insignificant portion) on the plates resembling both beams and columns*You will see quite...
View ArticleSTAAD.Pro Verification Example Models
Question:How to find STAAD.Pro Verification Example Models mentioned in Help manual?Answer:The default location is C:\SProV8i\STAAD\Examp and one should select the corresponding country folder.
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Slab Axis Orientation In STAAD.Pro RC Designer
The axis orientation (X axis and Y axis) of the slab region is dependent on the local axis orientation (X and Y axis) of the lowest numbered plate. That is, they will be in the same directions.Please,...
View ArticleRe: Can multiple RATIO commands apply to a single Code Check?
I have already understood the point. Please note the in WSM we cannot apply partial factor of safety on the loads. Thus, we have to check the condition when the ratio computed from the stresses induced...
View Articlemember utilisations - Staad Pro V8i
Hi,I am currently using Staad Pro V8i. I have undertaken a linear static analysis and have a range of utilisations from 0.01 to 1.013. Is it possible for Staad to show utilisations within a certain...
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Re: member utilisations - Staad Pro V8i
You can view the members having a particular set of UR provided by you in the GUI. You can right-click on the GUI and choose “Labels” from thefloating window. You can click on the “Design Results” tab...
View ArticleRe: member utilisations - Staad Pro V8i
DSanju,Thank you for your prompt reply but using the method you have described will still show all the utilisations for all the members. I have a space frame consisting of a 3d truss supported on a...
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Re: member utilisations - Staad Pro V8i
You can go to the post-processing mode. You go to the Beam> Unity Check page. You can see the UR reported in tabular form. Click on “Actual Ratio” column from the right hand side of the window. It...
View ArticleRe: member utilisations - Staad Pro V8i
DSanju,I understand this method, and in the example above, those highlighted red are the relevant members. But the other members in the truss are still showing utilisations. Is there some way so that...
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Re: member utilisations - Staad Pro V8i
You can simply click on “Turn on/off Individual Beam Level” icon. On doing this you can see that there is a change in the cursor image. You can rubber band the portion on the members where you do not...
View ArticleRAM Elements Design Results
We are using RAM Elements V11.0.1 with Windows OS 7, service pack 1.The model is a 2D frame using concrete columns and beams. The model is being used to size the columns and beams before proceeding to...
View ArticleRe: Plate Element Result
As Sudip said, you can consider the plate elements(in horizontal direction) as a beam, Sx stresses should be got.
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Re: How to code Excel VBA using openstaad to get intermediate member force
Above discussed is not solve my issue.My issue is about the result is not same even using macro download from above link.Please see below picture
View ArticleSTAAD SHOWING STRESS CHECK LOADCASE FOR A DEFLECTION CHECK CASE
I have a staad model command file shown below STAAD SPACESTART JOB INFORMATIONENGINEER DATE 01-Aug-13JOB CLIENT BPJOB NO SCPXJOB PART Mx71 (100-CROSVER-PLT01, 02, 03)END JOB INFORMATIONINPUT WIDTH...
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