RE: How can i remove multiple structures? When i remove it by intersecting...
Please find the attached modified model (Please visit the site to view this file)Thank you.
View ArticleRE: I cannot generate a floor load for groups which i created.How can remove...
There are few modelling problems. There are beams which are running without a connection to the other beams. You can simply resolve the problem by selecting all the members and then, going to...
View ArticleRE: Patch Load on Plate Element
Few observations regarding the model - 1. The Plate elements are connected to the four corners of the panel and thus the plate has no interaction with the surrounding beams. Though in practice the...
View ArticleRE: Patch Load on Plate Element
Hi Sahail Mirza, I would strongly recommend introducing a plate mesh, at least 0.3 m mesh size, to get accurate plate results. Regards, Andrej
View ArticleRE: STAAD.Pro (20.07.11.50) user custom settings.
I had the same problems with 20.07.11.50 and I am still getting the same problems with version 20.07.11.70
View ArticleRE: Can you design a Tapered reinforced concrete beam in RAM Structural Analysis
No, in RAM Structural System members can't be tapered.We have tapered members in Ram Elements and STAAD.pro, but we only really design those in steel (analysis of tapered concrete members works fine)....
View ArticleCan you design a Tapered reinforced concrete beam in RAM Structural Analysis
Can you design a Tapered reinforced concrete beam in RAM Structural Analysis
View ArticleRE: RAM Elements: Concrete (Mechanical) Cover
In the section properties definition, the cover 's' is to the center of the tension reinforcement. Keep in mind this really only relates to the preliminary concrete design data you can get from the...
View ArticleRE: LY Parameter to be applied to Local Y axis of the Structure or the axis...
The parameters LY, LZ etc are defined with respect to the local axis of the member and NOT with respect to the global axes. So LY denotes the unsupported length for buckling about the minor axis (...
View ArticleLY Parameter to be applied to Local Y axis of the Structure or the axis in...
The Parameter Ly shall be applied to the Local Y axis of Structure or the axis in which the Structure is Modelled.
View ArticleRE: Kz parameter in AISC
Yes KZ can be defined for any design code including the AISC. KZ would be the effective length factor by which Lz would be multiplied to calculate the slenderness ( Kz.Lz/rz) about the major axis (...
View ArticleKz parameter in AISC
Can KZ parameter be applied to the Structure when designing with AISC design code.
View ArticleRE: STAAD.Pro (20.07.11.50) user custom settings.
The issue ( id# 376886 ) has been posted as suggested in my last post. This has not been worked upon in 20.07.11.70 though. I have requested for it to be considered for the next release.
View ArticleSTAAD.Pro (20.07.11.50) user custom settings.
Since updating to the latest version of STAAD.Pro (20.07.11.50) and Connection Client (10.00.04.21), I find that my user custom settings for STAAD.Pro revert to default settings each time I open the...
View ArticleWARNING!!!!
*WARNING- APPLIED SELFWEIGHT IS LESS THAN TOTAL WEIGHT OF ALL STRUCTURAL ELEMENTS IN LOAD CASE 1 ALONG Y.***WARNING - INSTABILITY AT JOINT 115 DIRECTION = FYSTAAD SPACESTART JOB INFORMATIONENGINEER...
View ArticleRE: I cannot generate a floor load for groups which i created.How can remove...
(Please visit the site to view this file)Thanks.But when intersecting beams it's length become very small(<1m).So in design part warning came as " lenth to depth ratio is small."
View ArticleRE: How to resolve "Floating Node" error?
Seth, I have uploaded the file for your review. I first attempted some of the strategies you suggested and found in the linked meshing tips, but to no avail. Thanks!
View ArticleRE: How to resolve "Floating Node" error?
You can't run this model in Ram Frame because there are zero lateral members in the model.I tested the file in Ram Concrete version 15.01.00.00 and the analysis works fine. If you can't update to the...
View ArticleRE: Need Help
Is there a specific design code that this needs to be done for? Are the loads from a crane girder or something?
View ArticleNeed Help
Looking for someone who can help model and analyze one 45 ft high frame carrying 500 ton load? Looking for consulting help. Will need calculations and graphics submitted no professional seal required....
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