design of different height drain
hello guysi have considered to design a DIFFERENT HEIGHT DRAIN for retaining soil by its side and fulfill the requirement of drain at site, as space available is also less.It would be very helpful if...
View ArticleRE: Dynamic Analysis of Water Tank
While you will need to apply the hydrostatic pressure for finding out the forces on the wall and for the static analysis in general, for the dynamic analysis I think you would be more interested in...
View ArticleDynamic Analysis of Water Tank
I want to do dynamic analysis of water tank for modal calculation and base shear calculation.is it possible to give hydrodynamic pressure considering sloshing effect on staad pro v8i.Please suggest me...
View ArticleRE: STAAD.Pro and Connection Client Issues?
What BM suggested is fine for SS4 and SS5. However for SS6 ( version in question is 20.07.11.50 ) the software is not taking this information from this particular registry key. That was the reason...
View ArticleRE: STAAD.Pro and Connection Client Issues?
Lindsay : What is the version of Connection client you are using ?
View ArticleSTAAD.Pro and Connection Client Issues?
There are a couple of issues which I am encountering with STAAD.Pro release 20.07.11.50 working in conjunction with Connection Client release 10.0.4.21, as follows: If I associate STAAD files with a...
View ArticleRE: How to do in STAAD.Pro
Models for all 3 cases are attached for your reference. The Case 2 model is as per your problem definition and is Ok just for the vertical loading you applied. However you should bear in mind that the...
View ArticleRE: STAAD Problematic : linking DOF nodes
Please let me know what exactly you want? Can you please attach some hand sketch.
View ArticleSTAAD Problematic : linking DOF nodes
Hi !I would like to constraint nodes in order to have the same displacement of these nodes along 1 DOF (Tx for example) (without applying imposed displacement because these nodes are not loaded)....
View ArticleRE: Problem to get a results with a Macro with STAAD.PRO
In the row O1/O6 i want to export the data, but only get a zero result!!! Can Anyone help me? Thank you a loat (I've uploaded the model std and excel to the server)
View ArticleProblem to get a results with a Macro with STAAD.PRO
Hello,I'm trying to export result data to ms excel file. To make this, I get the example data rectangle-beam.xls and I'm trying to modify the code with the help to the open staad hel document.I want...
View ArticleSP16.13330.2011 problem with design F.(44)
I have problem with SP16.13330.2011. Design F.(44) is not valid. TAU = 0.In SNiP II-23-81* member FAIL and TAU = 120 кН.Please help.ver. 20.07.11.50STAAD SPACESTART JOB INFORMATIONEND JOB...
View ArticleEccentrically Compressed I-beam in SNiP II-23-81*
I have a question. In SNiP II-23-81* F.(57) table 10 ALPHA=0,65+0,05mx. But in STAAD ALPHA=0,55+0,05mx.Thus mx=1,07, ALPHA=0,65+0,05*1,07= 0,70. C=1/(1+0,70*1,07)=0,57.F.(56): 1300 /...
View ArticleRE: STAAD.Pro V8i Seismic Definition (IBC 2006)
I'm sorry but I cannot upload my .std file since it contains confidential information from our company.I can try to upload a portion of the code to give you an idea. I'll upload it within the day.For...
View ArticleRE: STAADPro Analysis output on steel design(IS 800 LSD) shows some error in...
Can you please upload your STAAD input file(.std file) ?
View ArticleSTAADPro Analysis output on steel design(IS 800 LSD) shows some error in...
I am presently using SS4(20.7.9.20) for my analysis. The output for shear capacity of the section will be shown as(1)For major axis bending ZZ (2) For Minor axis bending YYBut in the latest revision...
View ArticleI am receiving errors. *** NOTE: If any floor diaphragm is present in the...
I am having so many error and warnings everytime I run analysis.. PLEASE HELP ME...68. DEFINE WIND LOAD*** NOTE: If any floor diaphragm is present in the model Wind Load definition should be defined...
View Articleseismic loading?????????????????
I have a problem, my country code is not included in Staad. But I have calculated the lateral forces (Inertial) separately with excel, now How could put these forces in the center of mass of each floor...
View ArticleRE: Design of purlin
You are using cold formed sections and you should use IS:801 code.
View ArticleRE: Eccentrically Compressed I-beam in SNiP II-23-81*
Also there additional comment to BETA In table 10 SNiP II-23-81* LaY=127,5. LaC=3,14*SQRT(E/Ry)=3,14*SQRT(206000/240000)=92. F.(9) SNiP:...
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