Disappearance of Beams Tab in Post processing window
I must have done something to my latest Staadpro input file. The "Beam" tab that was showing in previous runs, disappeared from post processing. Also, I am not able to see or print out any beam end...
View ArticleRE: plate girder design -AISC-360-05/10
The answers to your questions are You can design plate girders in STAAD.Pro using the AISC 360-05 or AISC 360-10 ( CODE AISC UNIFIED 2005 or CODE AISC UNIFIED 2010 ). It was not possible in the older...
View ArticleRE: substation bus structure using STAAD
My objective is to design the steel support structures, as far as insulators are concern I have already modelled them. However, I am trying to figure out a way by which I can transfer all my forces...
View ArticleRE: substation bus structure using STAAD
There are a number of ways to handle this. Since you have already modeled the insulators, you can model the aluminum pipe as beam elements on top of the isolator as well and apply the loads as it is....
View Articlesubstation bus structure using STAAD
I am working on a single-phase bus support for a substation. I am trying to model the insulator in STAAD. The insulator is made of porcelain material and rest on top of a HSS column. What is the best...
View ArticleRE: RAM Concrete "Invalid Element Orientation"
This is an error you want to try and rectify. Our collected tips for resolving meshing issues are here:communities.bentley.com/.../ram-frame-meshing-and-segmentation I would start with small reductions...
View ArticleRAM Concrete "Invalid Element Orientation"
I'm trying to model a hybrid slab (one-way concrete slab on metal deck and a two-way concrete slab in the same diaphragm) and while trying to run the RAM Concrete analysis a window pops up titled...
View ArticleRE: RAM Frame - Rigid Links at Coupling Beams between Concrete Shear Walls
The RAM Frame - Criteria/General/Wall Elements/ "Include Rigid Link at Fixed Beam-to-Wall Locations" option will extend the beam into the wall when there is a lateral beam that is (approximately)...
View ArticleRAM Frame - Rigid Links at Coupling Beams between Concrete Shear Walls
Hello,I am modeling a high-rise concrete structure with lateral force resisting systems consisting of concrete shear walls with coupling beams and slab-column moment frame interactive system (wind...
View ArticleRE: Run tendon in compression of concrete
Hi Mr Seth I am checking ductility with EC2, C25/30 Method 1: I calculated by hand - find fcd(design compressive strength) = 16.7 Mpa follow EC2-3.1.6 => find out the height of compression area (x1)...
View ArticleRun tendon in compression of concrete
Hi Support TeanI run tendons in compression of concrete and ductility is failed (neutral axis compression ratio (X/ D) is too high. I want to find X out. I used the compression force of tendon to...
View ArticleRE: How can I get bending moment results at Global axis?
HI HuseyinYou can get the bending moment results at Global axis by command PRINT MEMBER FORCES GLOBAL.So you can read it in .ANL file.
View ArticleOpenstaad - functions not in reference book
Hi allI have off late been extensively using openstaad For creating n analysing my structures. I wonder there are many functions which are being used by people but has no documentation. Openstaad...
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RE: How can I get bending moment results at Global axis?
You need to refer to the Global Moment contour in the plate stress type.
View ArticleRE: How can I get bending moment results at Global axis?
Hi Thanks you for recommend; I guess it will help my question.
View ArticleRE: How can I get bending moment results at Global axis?
Thank you for recommend. I know that but I have many plates and many combination. As this method; I can only every sinle plate's values. But -as you can estimate- this list so long for my model and...
View ArticleChannel Section Property
In Channel Section Property, what is the meaning of DE? Please anyone help me.
View ArticleRE: Run tendon in compression of concrete
Can you please upload a copy of your model and highlight the area where this issue occurs and I will look at the problem?
View ArticleRE: Deflection Check using AISC-2010 and a Serviceability Envelope
You need to add the LOAD LIST ENV 1 2 command to the file as shown next PERFORM ANALYSIS PRINT ALL DEFINE ENVELOPE 100 TO 188 ENVELOPE 1 TYPE STRENGTH 200 TO 308 ENVELOPE 2 TYPE SERVICEABILITY END...
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