actually i have assigned defined for floor weights and member weights and please check the results where column are getting designed for critical cases as earthquake loads only.
please find the staadfile(Please visit the site to view this file)
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RE: REFERENCE LOADS IN STAAD PRO
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REFERENCE LOADS IN STAAD PRO
I am trying to assign seismic loads by using reference load option but im not able to assign the loads to members after defining reference loads please help me out to get it done.
thank you
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queries regarding design check in thermopads
hello guys
i have modeled a g+2 structure for different combos of DL LL EQ and wind loads after desigining i am getting few columns designed for wors load case as EQX please help out for this i have attached a staad file for this
Thank you
[View:/cfs-file/__key/communityserver-discussions-components-files/5932/7167.Thermopad-final11.std:940:0]
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Error- "beam #86 not supported on left end on layout type floor1"
Error- "beam #109 not supported on left end on layout type floor2", There are 32 same kind of errors for the beams. What's wrong? the model file is attached here with. Program: RAM - V8 Select series 7 [View:/cfs-file/__key/communityserver-discussions-components-files/5932/building-_2D00_-Copy-_2D00_-Copy.rar:940:0]
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RE: REFERENCE LOADS IN STAAD PRO
You can use LOAD LIST command to instruct the program to use the factored load combination for concrete design. Please refer to the attached model. You can see that columns are designed for DL+LL load combinations.
(Please visit the site to view this file)
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RE: REFERENCE LOADS IN STAAD PRO
what are the steps to be followed for that ?can you please tell me step by step?
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RE: STAAD.Pr0 SS6 20.07.11.45 MFC Error
This week is going to be difficult. But I am sure it will be released this month. I just tested your model on the current test build, and found that the error has been rectified.
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STAAD.Pr0 SS6 20.07.11.45 MFC Error
Hi, please help.
I am getting the following error, during analysis....
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RE: REFERENCE LOADS IN STAAD PRO
i got that thank you
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RE: REFERENCE LOADS IN STAAD PRO
Ok. Please refer to the attached model.
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RE: REFERENCE LOADS IN STAAD PRO
how to get output in table format so that it can be easy for working in in excel ?
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RE: queries regarding design check in thermopads
I think discussion on this model is going on in the following discussion thread:
communities.bentley.com/.../346935
communities.bentley.com/.../346935
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RE: REFERENCE LOADS IN STAAD PRO
I have edited it in staad editer but file got currupted what should i do now?
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RE: RAM Frame - Unbraced Length of Beams in Braced Frame
Thank you for your reply Seth. Yes It would be good to see that changed, since it may be an easy mistake to make for someone less familiar with the Frame module.
It is mostly a concern for me in industrial structures or other tall stories with multiple levels of R=3 braced frames without any intermediate floor levels.
It is mostly a concern for me in industrial structures or other tall stories with multiple levels of R=3 braced frames without any intermediate floor levels.
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RE: REFERENCE LOADS IN STAAD PRO
Please upload the model. We can fix that.
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RE: Design a composite beam with staad using the eurocodes (ec3) with the wizard tool option...
What section are you trying to design exactly? Could you show the sketch of it?
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RE: Error inFLOOR LOAD CASES
Can somebody from Bently help to solve the erros?
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Maximun number of nodes/member/plates for a model
Hello,
I would like to know how is the maximun number of nodes/member and plates for a model of Staad.pro v8i ss6 and advanced analysis engine licence
Thanks in advanced
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RE: Design a composite beam with staad using the eurocodes (ec3) with the wizard tool option...
I am just trying to design a steel I-beam (i.e ipe 200) with a slab on top (i.e 130 mm thick 1500 mm effective width) acting as composite.
How do you do that with the wizard tool since the Neutral Axis is at the slab and confuses the software....
How do you do that with the wizard tool since the Neutral Axis is at the slab and confuses the software....
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RE: Design a composite beam with staad using the eurocodes (ec3) with the wizard tool option...
It is true that you can model and import a composite section from the Section Wizard into STAAD.Pro. However, STAAD.Pro does not have any Eurocode provisions implemented to design such composite sections as EC4 code is not implemented in STAAD.Pro. You could only design the section as a steel section as per EC3 code.
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