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RE: BUILD 20.07.11.70 SELECT SERIES 6 REVISION HISTORY

The revision history is already shared in the following linkThank you.

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Subject: STAAD 3D MODEL Design Check With respect to IS:800-2007( lsd)

Hi,Design of 3D staad model ( Select Series VI, Build : 20.07.11.50 or 70) with respect to design Code: IS800-2007:Design Type of Staad Model: 3D staad modeled with Jack beam, One frame having columns...

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RE: BUILD 20.07.11.70 SELECT SERIES 6 REVISION HISTORY

You can go to the following folder to get the revision history: C:\SProV8i SS6\ReadMe\HTML\STAAD.Pro C: the drive where you have installed STAAD.Pro V8i SS6 SP2

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RAM Concept - Initial Service design

Dear RAM Concept team.I’ve got a question regarding “Initial Service load combination”. It is preset by default as:The only information I find in the manual is concerning the factors to be used under...

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RE: STEEL STRUCTURE DESIGNIN

which node number i have to put in DJ1 and DJ2 in design

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RE: STEEL STRUCTURE DESIGNIN

and which value is suitable for DFF

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RE: STEEL STRUCTURE DESIGNIN

Kindly give me an example of 4 parallal beams which are fix in both ends ..then which node number for dj1 dj2 and which value i should select for dff

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STEEL STRUCTURE DESIGNIN

I dont know which value is suitable for DMAX DMIN CB etc parameters for my steel structure design using code BS5950 1/2000.. and also tell me which parameters i should select for steel structures..

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RE: BUILD 20.07.11.70 SELECT SERIES 6 REVISION HISTORY

You can also go through the following:-Help >> ReadMe >> Revision History - Build 20.07.11.70 ( 22 March 2016)orThank you.

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BUILD 20.07.11.70 SELECT SERIES 6 REVISION HISTORY

new build select series 6  20.07.11.70, wherein what are the updates related to AISC steel design and IS 800-2007. COULD YOU SHARE REVISION HISTORY

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RE: STAAD Pro Warning " instability at joints "

There is a beam to beam connectivity issues in your model. You can identify beams which are not connected to the other beams correctly by going to Tools -> Check Multiple Structures. This issue can...

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Member Release

Hello. In a space frame when the beam to beam and beam to column connections are pinned, which  moments should i release from the beams?

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RE: STAAD Pro Warning " instability at joints "

This model contains few modelling issues:-1. You have multiple structures in the model- there are beams which are not connected to the other parts of the members.2. You have improper beam-plate...

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STAAD Pro Warning " instability at joints "

Hi, I created a structure using staad but when I try to analyze it, the report shows 0 errors, 1744 warnings and 1729 notes. All the warnings are related to instability at joints, how can I fix all the...

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RE: Long Term Deflections for ACI318 in RAM Concept

The L.T. Deflection Plan is no longer a standard plan, since load history deflections are the recommended method for long term deflections. However, you can create a new plan and plot the strip-based...

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Long Term Deflections for ACI318 in RAM Concept

Is the Load History Deflections calculation now the only way to look at long term deflections of a one-way or two-way elevated slab? The manual states that long term deflections for ACI318 can be...

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RE: Staad.Pro simple tower problem

Hi Alvin, Please try this link to log a SR:https://connect.bentley.com/ on the right bottom corner there is New Service Request button. Regards, Andrej

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RE: RAM Foundation - Design Codes

Regretfully, the Indian Design Code is not included in RAM Foundation. See screen capture below showing the design codes that are currently implemented in RAM Foundation:RAM Foundation designs spread...

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RE: Member Release

Hi ASD D, A good suggestion is provided by Amitava here:communities.bentley.com/.../106630

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RE: RAM Concept - Initial Service design

The code rules that are associated with the Initial Service Design are summarized in Section 63.5.3 of the RAM Concept Manual. See table below:Because "Initial Service Design" is the only rule set...

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