RE: Staad Error
You may have use - Seismic or Wind load cases before providing the required definition. You can rectify this problem from STAAD editor. You may attach the model. we can rectify it.
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1. STAAD SPACE INPUT FILE: Hospital.STD 2. START JOB INFORMATION 3. ENGINEER DATE 02-AUG-16 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 49.7 53.6 0; 2 49.7 53.6...
View ArticleRE: Staad Error
You should delete DEFINE ENVELOPE command from the input file to avoid this error message.
View ArticleRE: Staad Error
You can open STAAD editor (by going to menu Edit> Edit Input command file) and locate the command sets beginning with DEFINE ENVELOPE and END DEFINE ENVELOPE. Cut those commands and paste them after...
View ArticleRE: Ram Concrete: Analyze Error 4
Amit,This error is typically associated with a mesh problem and an alignment issue with two-way decks. The information on the web page below may...
View ArticleRam Concrete: Analyze Error 4
Hello,I am trying to model a 3 story concrete structure. When I try to run the gravity analysis in RAM Concrete module, i get the following error: "Gravity load computation error on floor Podium and...
View ArticleTorsional irregularity ratio and modal analysis
In RAM Frame, when torsional irregularity is calculated using modal analysis (response spectrum), what does that value represent? Is it computed before or after combining modal responses? (I believe...
View ArticleStaad Error
HI, I'm a beginner on using Staad.I'm trying to design a two storey building.But when I run the analysis, there was an error: *** ERROR : "DEFINE" COMMANDS FOR LOAD GENERATION SHOULD BE PROVIDED BEFORE...
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Initial Tension in the cable element
Hello support,in STAAD.Pro, when defining a cable element, we have to provide the initial tension of the cable. I do not have an idea about the value of initial tension that i should input in my...
View ArticleRE: Query on analysis and design of curved structures with cables.
Hello Support, In addition to the above quesitons, i have some questions regarding the AISC code, 1. Are there any specific design codes to be used in doing the cable analysis per US design code, or is...
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Query on analysis and design of curved structures with cables.
Dear Engineers,I’m looking for your help and guidance to do finish my job in perfect way and to shape my knowledge.Please find the attached file and help meI'm new to this forum, looking ahead for your...
View ArticleDESIGN
I am using staad pro . After completing the model I want to make a joint on each link of steel structure eg nutbolt connection , weld connection, please tell me how I can do that ?
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RE: Orientation of 1 Row of Anchors in RAM Connection in STAAD.Pro v8i
Change the Anchor position from Transversal into Longitudinal:
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RE: Orientation of 1 Row of Anchors in RAM Connection in STAAD.Pro v8i
Hi Modestas,Thank you for your reply.I have checked it unfortunately, I don't have the same options as your attachment.
View ArticleRE: Orientation of 1 Row of Anchors in RAM Connection in STAAD.Pro v8i
Which design code are you using and which STAAD.Pro version are you running?
View ArticleRE: Orientation of 1 Row of Anchors in RAM Connection in STAAD.Pro v8i
Design Code: EN1993:1-8 STAAD.Pro v8i (SELECT Series 6) Version 20.07.11.70
View ArticleRE: Orientation of 1 Row of Anchors in RAM Connection in STAAD.Pro v8i
I am using STAAD.Pro build 20.07.11.82 and can see this option for EC3 as well as for other codes. I would suggest you to upgrade to this latest STAAD.Pro version as quite a few issues related to RAM...
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