RC Designer Staad.Pro
Hi everybody.I am using the RC designer of Staad.Pro. But I am having some problems, when I generate envelopes in the RC designer, the bending moments that the designer takes for design the...
View ArticleRE: load carrying capacity of compression member by using 4 ISA built up...
Other way to model any custom I shaped build-up Star section is by Section -wizard option, but such type of section can only be analyzed. What you need to do is create the section in Section Wizard and...
View ArticleRE: Design of industrial shed on concrete column.
Regarding you first part of query (1) Applying the load on any structure does not depend on the material of the structural element. If your industrial structure is covered by the wall or by any metal...
View ArticleDesign of industrial shed on concrete column.
I am having a case in which a steel rafter is connected to a RCC column.I want to know that, do i have to assign lateral load on RCC column or not, as we do it in the case of steel column and steel...
View ArticleEarthquake Analysis
How can i use earthquake resisting structural members like seismic dampers and base isolators during design and analysis of a building in STAAD?or can i use which behaves like it?i basically want to...
View ArticleRE: RAM Concept - Software Improvement Suggestions
Hi Trent, Thank you for the question. You are correct that the Shrinkage Restraint % is relatively crude. If we could apply an induced strain or thermal load to the floor in RAM Concept (which we...
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RAM Concept - Software Improvement Suggestions
Hi Support Team, I have a few suggestions that I feel would benefit most RAM Concept users. 1) It would be very handy to have an option to set the elevation of a tendon profile point to 'mid depth.'...
View ArticleHeat Exchanger Foundation in STAAD Foundation Advanced
I input all loads as vertical loads but in the results "Applied Loads At top of Pier" I get a horizontal shear reaction. Empty load = 100k. Results of LC101 show Axial = -50k and Shear X = -20k....
View Articleretrieve steel design result for each load combination after resetting the...
Hello everyone,I am a new user for STAAD. I am doing a p-delta analysis to a tent structure, whose structural components include steel tubing frame and steel tension cables. I used REPEAT LOAD for the...
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RE: Base plate design using RAM connection
Those Base Plates will be there if you set the code to one of the AISC codes.
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RE: STAAD buckling analysis
Here we have mentioned our queries for rigid member. If you have any pdf relating to rigid member in STAAD send it to us, which will be useful for us.
View ArticleRE: Base plate design using RAM connection
Hi thanks for the reply. But I am trying for BS code. So Base plate design is not available for BS code? Also, my other query was why we are not able to launch RAM connection directly from STAAD Pro...
View ArticleRE: Base plate design using RAM connection
Base plates are not available for BS code. However, base plates can be designed in RAM Connection as per Eurocode 3. Are you getting any error while opening RAM Connection from STAAD.Pro? If yes,...
View ArticleRE: Heat Exchanger Foundation in STAAD Foundation Advanced
(Please visit the site to view this file)Attached is the file. You will see that there are no horizontal loads on the "primary load cases" page but there is a value of 0.4 for slide plate coefficient...
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RE: local axies
Please refer the following picture.X axis: Blue, Y axis: Red, Z axis: Green
View Articlelocal axies
What is the Blue, Red and Green colors represent ? for vertical member and horizontal member ...
View ArticleRE: what should i give design parameter for this structures
Which design code are you using?
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TIMBER
I was wondering if you could please explain to us how to enter material properties for materials not within STAAD as standard, steel and concrete. I.e, we want to add timber properties so we can model...
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