Beam and Plate Element Compatibility
Hello All,I am modeling a dome roof for an aboveground storage tank. The model consists (very generally) of arching beams pinned at both ends with a plate connected to the top flange (both bracing and...
View ArticleSemi-Ridged Diaphragm With Sloped Roofs (Gables)
At one point RAM was not calculating diaphragm forces and taking these forces to the frames from a sloped semi-ridged diaphragm. Has there been an update so that it now applies loads from a semi...
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base plate connection
Dear sir, I designed the base plate in ram connection by using staad pro output (directly in ram connection tab). Means i go to ram connection tab and then i click smart connection then base plate. The...
View ArticleHelp !!! STAAD model error: INSTABILITY AT JOINT
Hi there,I'm stuck with some warnings in my STAAD model.I've attached the STAAD file which is basically a simple SPACE model of steel frames supporting solar PV panels.The warnings are related to...
View ArticleHow can I check base shear & overturning moment in Staad output file in...
I have been running analyses in staadpro for numerous models but, I have not been able to check the base shear & overturning moment in the staadoutput file.
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I need some help, do not know if what I'm doing okay , this is a school work....
I'm doing homework, but I do not know how to use the wizard section , I want to do a double square tube to the top rope, but nothing happens, so I do equivalence of the tube. loads I'm using , if they...
View ArticleRam conections group of joints
Hello,I am designing joints with Staad Pro (20.07.11.70) and Ram connections I can desing connection individualy and like a groupHow can I edit / modify connectins as a group whith the current version...
View ArticleWhy SS4 & SS6 staad stress ratios are not matching.
Dear SirRequest you to please look in to attached staad file and request you to please explain why stress ratios are not matching in both version i.e. SS4 & SS6 of STAAD.Same file I am using for...
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No changes in ratio
Dear sir, I designed one portal frame, even though i changed wind load from 2 kg/m to 5000kg/m. the utilization ratio does not change for rafter, but their is a changes in column. Please check the...
View ArticleAxes identification in STAAD.Pro
Dear Bentley, How can put a identification of axes in STAAD.Pro? Others programs have this as default. Thank you.
View ArticleMonolithic Concrete Slab/Beam Connection Modeling
I want to model a monolithic concrete two-way slab with concrete beams along column lines. If the beam is broken into a series of short beam elements and the slab is broken into an array of small...
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I need some help, do not know if what I'm doing okay , this is a school work....
I'm doing homework, but I do not know how to use the wizard section , I want to do a double square tube to the top rope, but nothing happens, so I do equivalence of the tube. loads I'm using , if they...
View ArticleOpenSTAADOEM
HiDoes anyone where is the installation folder of OpenSTAADOEM? This is together when installing SProV8i SS6 with OpenSTAADOEM build no. 08.02.09.46.I'm looking for the OpenSTAAD.dll but I cannot it in...
View ArticleDisjointed Structures
Good day, I would like to ask for assistance regarding my disjointed model. I would like to model and analyse the structure as seen in its 3D rendered view.Here are the inputs as per the editor.STAAD...
View ArticleConnection design according to Euro code in RAM??
Hi All,Is it possible to design connections in Ram accordance to Euro code or EN 1993-1-8??I can see British code BS5950-01:2000 ,American Code AISC 360-05-(ASD),American Code AISC 360-05-(LRFD) in...
View ArticleInstability at Joints
Good day, I would like ask for some advice regarding this structure and its instabilities at joints 6 and 27. How should I go about rectifying this. And will it affect the design?STAAD SPACESTART JOB...
View ArticleResponse Spectrum Analysis as per SP14.13330
Dear All,I am doing response spectrum analysis in STAAD Pro as per russian standard SP14.13330.While defining spectrum I am creating load case in X, Y & Z direction separately.Eventhough in output...
View ArticleRAM Connection Standalone Output
I was curious if there was some logic behind the ordering of the "Connection Detail Report" for RAM Connection Standalone CE Version 11. It seems to happen at random but whenever I output the...
View ArticleConcept shear reinforcement
Concept shear reinforcing in a column strip appears to only consider the worst case localized shear. Why does Concept not use the average distribution of shear stresses across the column strip when...
View ArticleStaad foundation
Good Day Everyone,I have analyzed a mat foundation using Staad Advanced foundations but unfortunately I can not obtain any design results, as every time I click Design under the Slab designer tab I get...
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