RE: Unwanted beam spacing adjustments in RAM SS
Agreed. Meanwhile try Options - Show Member Lengths which works in Modeler plan or elevation mode at least.
View ArticleRE: Deflection angle of truss structure
FL/EA is for axial deflection. This is primarily a bending problem. It is very difficult to compute by hand because you don't know how much stiffness that doohickey on the left has or how stiff the tie...
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Deflection angle of truss structure
Hi, this is my FYP and I am doing a FEA analysis on this pendant structure. As you can see, I am analyzing through ANSYS but this software doesn't provide the value of deflected angle so I decided to...
View ArticleRE: How to do in STAAD.Pro
Yes, but you only need to release the moment on one beam when there are two beams that tie into the same node, otherwise STAAD generates a warning. I understand that the solution is still the same and...
View ArticleRE: How to do in STAAD.Pro
Dear sir,Still I am not confidence in release. I have attached a file problem comes with release. Can you please explain all the three cases and send me the correct input files.(STAAD Editor...
View ArticleRE: How to do in STAAD.Pro
CASE:2STAAD PLANESTART JOB INFORMATIONENGINEER DATE 15-Feb-16END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 3 1 0; 2 3 4 0; 3 6 4 0;MEMBER INCIDENCES1 1 2; 2 2 3;DEFINE MATERIAL...
View ArticleSTAAD Foundation Advanced CONNECT Edition
What are the latest improvements/changes in STAAD Foundation Advanced CONNECT Edition when comparing with the previous version?Thank you.STAAD Foundation Advanced CONNECT Edition
View ArticleAnalysis to 2d drafting with ease
Is there any possibility that while modeling in any software for analysis and design, after all design are be carried out and easy generation of either civil or structural drawing can be generated...
View Articlenotional loads in effective length method aisc 360-10
Dear experts,when I use notional loads in effective length method ... gravity loads combinations must be factored with 1.6 according to aisc 360-10 C.2bmy question did staad handle this factor when I...
View ArticleShear wall analysis result disparity between 1. with end support and 2....
Distance between support is 24.278 ftEnd support result B Horizontal Vertical Horizontal Moment Node L/C Fx kip Fy kip Fz kip Mx kip-in My kip-in Mz kip-in Mz kip-in9 7 DL + LL 70.649 125.272...
View ArticleRE: RAM SS - Discontinuous concrete walls over slabs
The model has been uploaded to the Bentley Secure File Upload with this thread's URL
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RE: Load History Deflections in Concept to British or EU standards
I'm sure lots of engineers have used Concept for this purpose.I assume you are using Load History analysis.Alt Envelope factors are not used in Load History analysis, only the standard load (and...
View ArticleLoad History Deflections in Concept to British or EU standards
Has anyone used Concept to estimate the deflection of a RC flat slab to EU or British Standards? I followed the example in the Bentley Wiki to ACI limits and whilst I understand the the various...
View ArticleRE: ISM Import Quirk
Hi Tim, That has been mentioned before. I will create an enhancement request and link a service ticket to it for you. You will be notified when it has been included in the program.
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ISM Import Quirk
I have noticed that upon import from ISM from mapped external families, the ISM revit link changes the case of the families. Any families that are being brought in come in all lowercase, as opposed to...
View ArticleRE: RAM SS - Discontinuous concrete walls over slabs
The two-way deck is associated with a rigid diaphragm in RAM Frame. The out-of-plane stiffness of two-way decks is ignored when analyzing lateral load case in RAM Frame when the diaphragm is rigid. The...
View ArticleRAM SS - Discontinuous concrete walls over slabs
This is a warning I have received now on several models I have worked with. When modeling a concrete structure with a two-way concrete slab, there is a warning that comes up when checking the model...
View ArticleRE: STAAD.Pro V8i Seismic Definition (IBC 2006)
Please upload your .std file. Also please let us know what is the version number of STAAD.Pro that you are using ( Go to File > About STAAD.Pro to find out the 20.07.xx.xx version number )
View ArticleSTAAD.Pro V8i Seismic Definition (IBC 2006)
Currently I've been doing seismic analysis for our cracking furnace.Let's just say I was advised to consider Primary Loads 1 to 6 as seismic weights for the seismic definition. (1 to 6 are basically...
View ArticleRE: design of different height drain
Although you can use a mesh of plates of model the wall, I think keeping things simple by modeling the wall using beam element is good too. You can analyze for a foot length of the wall. Apply the soil...
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