RE: How can I connect two bracing members from the top flange of one girder...
Have a look at the attached model. Here a semi through type plate girder bridge has been modelled where the I - girders have been formed by connecting inverted T-beams. Is this a viable option?
View ArticleRE: ISM Revit 2017
Can you post a direct link to the Revit 2017 compatible ISM Plugin? I need it ASAP for a job I am working on. Thanks!
View ArticleRE: ISM Revit 2017
Here you go.ISM Revit Plugin CONNECT Edition v.10.01.00.13https://store.bentley.com/en/products/iware/1000ISMRPI--ISM-Revit-plug-inISM Structural Synchronizer CONNECT Edition...
View ArticleRE: UNBRACED LENGTH
Are you asking about steel design in STAAD.pro? You can, of course, assign whatever unbraced length you want. The decision to do that would be based on the physical presence of some object that is...
View ArticleUNBRACED LENGTH
How to apply Unbraced Length for a particular length member. How to decide we have to apply Lx or Ly or Lz?
View ArticleRE: RAM concept problem
Take a look at STAAD pro Help topic, Advanced Slab Design mode, and the Ram Concept manual Chapter 15 Data Transfer from STAAD for some basics. If you are still having a problem send over your STAAD...
View ArticleSUPPORT REACTIONS
I have analysed a structure in three series i.e. Series 4, Series 5 & Series 6 in Indian Code. The Support Reactions of all the three files are diferrent even when all load and load combinations...
View ArticleStaad Support Reactions
I have analysed a structure in three series .i.e. Series 4, Series 5 & Series 6. The Staad Support Reaction in all the three cases. Kindly suggest.
View Articlecolumn property
This is my first project in Staad. I'm confusing while providing column property . It shows following errors1. Reinforcement % Exceeds Maximum Limits.2.Iteration Exceeds 5003. Nominal Shear force...
View ArticleRE: What is the correct sequence of performing code check as per IS:800 2007...
Hi, There is no order as such for defining the Design Parameters in STAAD. Though, Design Commands should be defined after all Design Parameters.
View ArticleWhat is the correct sequence of performing code check as per IS:800 2007 LSD?
Hello Friends,Lately, I was defining code parameters for steel design as per IS 800 - 2007 LSD and found that there is an option for adding the parameter "before current one". It made me wonder what...
View ArticleRE: How to change the resistance factor for LRFD of AISC 360-10?
Hi, If your intention is to check the members for reduced strength then you can use RATIO design parameter. Though it will be easier to help, if you can elaborate your query.
View ArticleRE: How to assging uder define Z section as purlin
You can use section wizard for that purpose.
View ArticleRE: How to change the resistance factor for LRFD of AISC 360-10?
Thank you. If I use RATIO, Normalized Ratio would be changed. But Actual Ratio is reported in Output and displayed on screen. I would like to see the Normalied Ratio in Output and display.
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RE: How to assging uder define Z section as purlin
Hi,In this case, you can define Section Type as GENERAL and give co-ordinates of profile polygon points as shown in example below:
View ArticleHow to assging uder define Z section as purlin
SIr how can i define user define Z section as purlin.User table that you told me doesn't have that option.For example,i want to define and assign Z 150x65x1.5 with rips in milimeters for shed design
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RE: How to change the resistance factor for LRFD of AISC 360-10?
Hi,You can go to "Symbols and Labels" as shown below:Select "Design Results" tab > Show Diagram (Based on Normalized Ratio).
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