Staad.pro Connect Edition Build 21.00.00.57 I cannot select a profile section...
I am self learning Staad and am following the first tutorial; this is the three-member portal frame with uniform load along the beam. As I go through the tutorial, whether its building the model using...
View Articlespring supports and optimization steel EN
Dear Colleagues,I use STAAD.Pro CONNECT Edition for steel frame (deep excavation). The uniform force is 755kN/m around the frame. For the design I use EN 1993-1-1:2005.After design analysis the program...
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saving structure wizard models
Hello everyone, every time I try to save models in staad pro connect edition I encounter this message can anyone tell how to fix it?
View ArticleWhat is the lowest E (for Dummy) Staad can Analyze without warning? Thanks
Negligible E for Dummy beams in staad without warning when analyzedThanks
View ArticleRebar out of section
Hello,How can I resolve "An error has been found. A reinforcing bar is out of a cross section in ..." in RAM ELEMENTS?Thanks.
View ArticleEN1993-1-1:2005 Annex B-Table B.3
It seems that STAAD calculates factors Cmi via row 1 of Table B.3 (linear moment distribution), even if the moment distribution is parabolic. Is there a parameter that needs to be defined in order to...
View ArticleMoment release spec vs Truss member Spec on a Space frame analysis
Is there a difference between a full moment release spec vs a Truss member spec when conducting 3D truss analysis? I'm currently doing a truss analysis and I assigned all vertical and diagonal members...
View ArticleQ&A for OnDemand Webinar: Design of Tilt-Up Concrete Buildings
Please feel free to ask your questions or post your comments here on this discussion thread regarding the webinar, "Design of Tilt-Up Concrete Buildings." <Webinar Description coming soon!>Want...
View ArticleQ&A for OnDemand Webinar: Design of braced frame anchorage into supporting...
Please feel free to ask your questions or post your comments here on this discussion thread regarding the webinar, "Design of braced frame anchorage into supporting concrete." <Webinar Description...
View ArticleQ&A for OnDemand Webinar: Integrated Structural Design of Substations
Please feel free to ask your questions or post your comments here on this discussion thread regarding the webinar, "Integrated Structural Design of Substations." <Webinar Description coming...
View ArticleRAM SS - Proper Moment Connection Modeling
Hello,I have a couple of moment connections that I need to model in RAM SS and I want to make sure that I am modeling correctly. My first case is a continuous beam over the top of a column. I believe...
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Moment Releases in Staad
Hello,I want to understand member releases in staad better. The attached figure has 2 beams in x and z-direction. At the joint, it has a short column going down then another beam and a knee brace....
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About Generate Combination
There is a sentence in Define Load Combinations Help about Generate Combination"Set this option to generate 1 - 64 load combinations for each combination of degrees of freedom atmember ends to create...
View ArticleBeta angle on Prismatic / General Sections
HelloDoes applying Beta-angle have any effect on imported general/prismatic sections? Or do we have to model the rotated section and import them again in STAAD?Regards,Deb
View ArticleUTILIZATION RATIO
IS THERE ANYWAY I CAN GET FROM THE STAAD OUTPUT THE MAXIMUM UTILIZATION RATIO FOR A FIXED GROUP OF MEMBER?
View ArticleRAM Concept-Large plan coordinates values roundoff
Hi,I am trying to rescale a drawing in RAM and I keep getting the error that "the structure has a large plan coordinates values roundoff move the structure closer to the origin”. We have included all...
View Article*** ERROR *** ABOVE LINE CONTAINS ERRONEOUS DATA. DATA-CHECK MODE IS ENTERED.
1. STAAD SPACEINPUT FILE: Structure1.STD 2. START JOB INFORMATION 3. ENGINEER DATE 23-APR-19 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 25 0 0.857143 0; 26...
View ArticleRAM Concept Modeling Design Strips for PT Beams with Two-way Slab
Hi there,I'm looking for some guidance for best practice when modeling design strips for PT Beams in both directions spanning to columns with a two-way mild reinforced slab spanning between the PT...
View ArticleRAM SS - Roof with different Diaphragms
Hello,I have a roof with a composite deck over half of the floor plan. The other half is just the metal deck. I have the model working for gravity and I do not get any errors when I run the lateral...
View ArticleMicrostran
Hi, Can you help me to download Mircrostran trial for testing the software? Thank you.Kindest regards,David Le
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