"Member or Elem no 0 does not Exist". Can someone please help me with this...
I'm using Staad Ver 20.07.11.50 , Select Series 6. When I run my model on Basic Load cases, I do not get this error. When I run the model on Load Combinations, this error pops up. I'm not sure of the...
View ArticleApplying Floor Load
Hello Everyone,I have applied floor load creating floor group but it seems that at certain portions the floor load is not applied correctly please correct the model and let me know how the correction...
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RAM EP EN BG connection cant use this?
Dear Mr. Seth,Kindly please check why I cant use EP EN BG on this connection attached?thanks
View Article*** WARNING : MEMBER 224 IS PART OF A BEAM WHICH HAS OFFSETS. DEFLECTION...
Please help with this warnings, why can i have a warning when this beams with offsets were not included in my deflection check?see attached staad(Please visit the site to view this file)
View ArticleWind Loading Problem
I have attached my model where in I found some wind loading problem please have a look at it and let me know how this can be solved.(Please visit the site to view this file)
View ArticleHiding utilization ratio
Hi,Is it possible to hide utilization ratio in "post processing mode>beam>unity check".When we model build up members as there are too many members it becomes difficult to interpret the result...
View Articleun-reasonable formula for Different size Column flange cover plate splice...
hi,There is a RAM software problem about different size column cover plate splice connection. In bolted cover plate cs(non-bearing) connection for different size, when we click the "consider interior...
View Articleweld size for fin plate shear connection
Hi,There is a RAM connection problem about shear connection.In beam to column web single plate shear connection, the shear is 234.4KN, no axial force, and connecting element material is Q345B, the weld...
View ArticleRAM SS - DataAccess to Slab Edge Beam
Is there a function in RAM DataAccess that will tell you whether a beam, joist, or wall is part of the slab edge/opening perimeter and which side the slab edge/opening perimeter is on (left or right,...
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Help regarding rotated structure
I have structure rotated making y axis to z axis, then x axis to still x axis and z axis to y axis.But when I see the support reactions of the two structures they are not the same.My question is why...
View ArticleHow can I check the results of PDELTA (both SMALL & LARGE) analysis for all...
First of all, does the results vary if I use SMALLDELTA instead of PDELTA and also how can I get results for LARGE PDELTA. In case of load combinations do I have to use the text PDELTA ANALYSIS &...
View Articleerror in staad foundation advanced
after analysis, staadFoundation advanced gives the following messageThe XML page cannot be displayedcannot view XML input using XSL style sheet. PLease correct the error and then click the Refresh...
View Articleretaining wall and mat foundation in Staad Foundation Advanced
I have a foundation that has a wall and 3 steel columns on top of the wall. How would I model this in Staad Foundation Advanced
View ArticleDifferences in Types of Load Combinations
I am looking to inquire what the difference between the "RC-Design" type load combination and the "Design" type load combination is when designing reinforced concrete beams and columns. I have run both...
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Corrugated Web Beam
Is it possible to model and design a Corrugated Web Beam Via STAAD.Pro?If possible can anyone explain how ?If it is not possible Please suggest any other software form bentley.
View ArticleRam Elements Installer Temporarily Unavailable
Due to a problem in the Ram Elements installation package and optimization error we had to pull down the Ram Elements 13.05.00.224 installer from the Fulfillment Center. We will correct these issues...
View ArticleCan someone help me with my analysis?? (How can I lower the support reactions...
Hello. I am analyzing a building of 6 stories. But the support reactions are too high in case of seismic analysis (combination of 1.2(DL+LL+ EL)), and so I can't go with pile design(as per demand)....
View Articlewindows 10 on new asus computer will not recognise old dongle
i have a new asus computer running windows 10 ,,, will not recognise the micrstran dongle
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