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Hi, I have created a section with section wizard by using plate elements in section builder as attached. i have exported to staad.pro with Prismatic option. Its not getting design with the Euro code and it showing the warning message as * DESIGN NOT…

Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…

Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?

Hello Everyone How can I reduce the development length bars in the beam (Figure 1-1), I'm running to get a result like this beam (figure 2-1) Figure 1-1 Figure 2-1

Hello Sir RCDC is designed and Detailed all the slab one by one but I want to detail all Top and Bottom Reinforcement of the two-way slab once, what should I do.

How do I change Mton/Cm to Kn/m

STAAD Special Interest Group for EMEA: Composite Beam Design to the Eurocode Using RAM Beam Host: Badreddine Ziane, Senior Manager - Application Engineering, Bentley Systems, Inc. Guest Presenter: Richard Tully, Principal Technical Support Engineer, Bentley…

I am using Member loading ( UDL ) and getting warning in the analysis output, which for me seems like a software bug, can you please guide me. Input LOAD 20 WIND: WIND X MEMBER LOAD 13 UNI Y 3.28 0 3.25 0 I have give f1,f2,f3 and f4 as the manual…

STAAD Special Interest Group for EMEA - March 28, 2019 at 11 a.m. CET (France) Topic: Response Spectrum Analysis to Eurocode 8 Host: Badreddine Ziane, Presenter: Richard Tully Register Now Make plans to join industry colleagues and subject…

STAAD for EMEA Special Interest Group - February 28, 2019 at 10 a.m. CET (Paris) Torsion Design to Eurocode 3 - Part 2 Host: Badreddine Ziane, Technical Manager, Bentley Systems, Inc. Register Now Join industry experts for this month’s STAAD Special…

Hello everyone, I have a question about the bi-axial bending and torsion calculations in StaadPro based on EC3. I designed a beam (RHS) subjected to bi-axial bending and torsion. I am comparing my hand calculations with Staad pro unity check but…

Please join Bentley's Badreddine Ziane and Richard Tully for the first virtual workshop of the STAAD for EMEA Special Interest Group (SIG) on Thursday, July 26, 2018 at 11 a.m. CEST. Discussion will focus on how to best leverage your STAAD software for…

Hello, I attach my Staad model for your attention. I am wondering why the plane I have cut does not give any values for Fx, Fy and Fxy? Also I cannot obtain a number of the outputs from the cutting plane such as global moment etc? I am looking…

Hello all, For any of you that might be interested to know how you can design complex connections that are not covered by the codes, you are more than welcome to follow our webinar tomorrow for IDEA StatiCa, a unique software that links with STAAD.Pro…

Hi. In STAAD, major axis is Z-Z and minor is Y-Y. However, in EC3, it's the other way around. With this, I wish to have confirmation and ask what are the significant parameters to consider about the difference in sign conventions when doing STAAD…

Hi I am designing unique steel structures for the offshore industry, mostly with box sections. In the old days we have used the Norvegian code check - NS3472, together with prismatic sections and everything worked fine. Today we must use EuroCode…

PLS HELP I JUST DOWNLOADED STAAD PRO V8I SSV6 .....45 AND THE INTERFACE IS VERY ATTRACTIVE BUT THAT'S BY THE WAY. I SERIOUSLY WANT TO USE IT TO DESIGN AN URGENT CONCRETE JOB AND I CANT FIND BS8110 CODE NEITHER CAN I SEE EURO CODE FROM MY CURRENT DEFAULT…

Hi everyone! I am analysing a Channel section according to Eurocode 3 and I am finding it hard to understand how Staad calculates the critical Moment (Mcr) The critical moment I get from the program is different from the one I get from "Annex F of…

Friends, All Clause references are to EN 1993-1-1:2005 I had a query on the way STAAD checks members in Eurocode. I am attaching the relevant files as well. My question is this. Why does STAAD use Cl 6.2.7 (5) for class 1 sections? As far as my understanding…

Hi, Im running STAAD Pro 2005. Is there anyway for me to check my structure against Eurcode 8 guidelines with this version of STAAD? If not? What version of STAAD will I need to be able to do this?