RE: wind load
Sorry, just figured out what I was doing wrong. There needs to be a <space> between the "MEM" and the "_<NAME>" in the load member list. Thanks for the tip in the original response. Will...
View ArticleRE: RAM Steel Column asking for a RAM_Concrete license
It appears that SofTrack has been configured to check the incorrect license for RAM Steel. RAM Steel covers the Steel Beam and Steel Column modules. The RAM Concrete module is a separate license. When...
View ArticleRAM Steel Column asking for a RAM_Concrete license
I have a user trying to run RAM Steel Column on the Model and he got a Softrack error message pop out said:License RAM_CONCRETE is unavailable.Ā Is RAM Steel Column calling a RAM_Concrete license? Could...
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RE: Regarding live load on bridges
The model and load generations seem to be Ok. There are a couple of things you need to remember a. Plate moments Mx and My are reported with respect to the local axes of plates b. The local z axes for...
View ArticleRE: How can I connect two bracing members from the top flange of one girder...
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View ArticleBox Culvert loading
Sir,I am new to Staad pro.I am modelling a rectangular box culvert in staad. I m using plate elements of .2m size. I have applied all the loadings except braking load (20% of vehicle load, as per IRC...
View ArticleRE: StaadPro 2003
Can you please advise and help me how can I upgrade my StaadPro 2003? So that I can use it.
View ArticleStaadPro 2003
Hi, Can I still use my StaadPro 2003 in Windows 8.1. How can I use my HASP key?
View ArticleRAM concept problem
HELLO and peace be upon you guys. I got a problem on running the RAM concept . the STAAD pro i used cannot run the RAM. can anybody assist me to fix the issuesĀ thank youĀ
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Calculation of Pile Cap Thickness
Hii,Could anybody explain me how STAAD Foundation is calculating the thickness of the pile Cap. I have seen in theĀ verification manual that it is 1.5D. is there any other consideration or calculations?
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RE: Question about defining steel section and assigning them.
Hi,Please change the Input Units as desired. You can define a User Table Section by going to Tools > Create a User Table Section which opens a dialog box. The steps are as follows:Step-1 : Select...
View ArticleQuestion about defining steel section and assigning them.
how would i define user define steel section in milimeter like W section if i want to assign I200x150x5x6 then how would i can give this dimension.
View ArticleRE: Assigning member sizes chosen by Select Member Command
Hi, I hope you have used GROUP command along with SELECT. So, you may note down the Selected Section along with Section name assigned by you from the Postprocessing > Beam > Unity Check. In...
View ArticleRE: Assigning member sizes chosen by Select Member Command
You can also assign the selected sections by going to the Results > Update Properties in the Postprocessing mode.
View ArticleAssigning member sizes chosen by Select Member Command
I have used the Select Member command to allow STAAD to choose member sizes in my model. How do I assign the member sizes it has chosen to the appropriate members. All of the selected member sizes that...
View ArticleRE: how to design and check 5 times live load in cantilever beam?
If I put the load combination as you are saying then that will be applicable for all the beams.But i want to check the 5 times live load case only for cantilever beam.
View Articlehow to design and check 5 times live load in cantilever beam?
I have designed a cantilever beam but don't know how to do 5 times live load check.
View ArticleRE: How can I connect two bracing members from the top flange of one girder...
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