Staad.pro 20.07.11.50 Colors problems
Hello,Yesterday I update my Staad.pro to 20.07.11.50 buildThe colors for the beams / plates / plates back ... has change for this buildI have tried change it manualy structure>color>beams...
View ArticleRAM SS - Discontinuous concrete walls over slabs
This is a warning I have received now on several models I have worked with. When modeling a concrete structure with a two-way concrete slab, there is a warning that comes up when checking the model...
View ArticleWARNING : INSTABILITY AT JOINT
on the result of the there is a WARNING INSTABILITY AT JOINT PROBABLE CAUSE SINGULAR -ADDING WEAK SPRING K-MATRIX DIAG=4.007E +003 L MATRIX DIAG = 1.2708 -7 NOTE ADDED WEAK SPRING ADDED FOR...
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 ArticleRC Deisgn of Columns as per SABS 10100
Hi.I have modeled a RC building of G+1 storey (2.5m+ 5.3m). Overall height of building is 8.5m. The building is to be designed as per South African code SABS10100.The columns sizes have been provided...
View ArticleFor the upcoming updates of Staad Pro
While modeling in staad, a simple frame connection is being made. Also we add self weight of that structure. Is the Staad software also calculating the extra plates ( such as gusset plate, base plate...
View Articledesign 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 ArticleSTAAD.Pro V8i Seismic Definition (IBC 2006)
Currently I've been doing seismic analysis for our cracking furnace.Let's just say I was advised to consider Primary Loads 1 to 6 as seismic weights for the seismic definition. (1 to 6 are basically...
View ArticleLoad History Deflections in Concept to British or EU standards
Has anyone used Concept to estimate the deflection of a RC flat slab to EU or British Standards? I followed the example in the Bentley Wiki to ACI limits and whilst I understand the the various...
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ISM Import Quirk
I have noticed that upon import from ISM from mapped external families, the ISM revit link changes the case of the families. Any families that are being brought in come in all lowercase, as opposed to...
View ArticleShear wall analysis result disparity between 1. with end support and 2....
Distance between support is 24.278 ftEnd support result B Horizontal Vertical Horizontal Moment Node L/C Fx kip Fy kip Fz kip Mx kip-in My kip-in Mz kip-in Mz kip-in9 7 DL + LL 70.649 125.272...
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 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 ArticleDesign of purlin
Any body please tell, why i am getting the utilization ratio as "1.#OI" while designing the Zed purlin in staad pro.
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Dead Load on Seismic Definition
Please confirm if I can use picture below for member load (dead load) definition on Seismic to be in define reference loadsor I have to follow picture below and add the member weight below the...
View ArticleAnalytical Model View in 3D Ram Structural System
Hi guys,Is there a way to view Ram structural model in 3D analytical model only. If have kindly please help me out how.
View ArticleOut of plane bending
Hi! I would like to know which sort of loads are considered in designing the steel connections (beam - column) using RAM connection module, in particular if 'out of plane' forces are considered?Thank...
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