RE: Error with Connect?
Idea - at one point in my testing I managed to get my system to throw your very original error. At that point, the CONNECTION client would not let me sign in complaining that I either did not have an...
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Error with Connect?
I'm trying to access the company portal and Get the following when I try and switch from my personal portal to the company protal by clicking the "More" button,I Also get "Some other Error" when trying...
View ArticleRE: pin released on triangular plate
thank you sir for your suggestion, so in this case..for plate release it shall be suggested to put some dummy instead of release it on element ya? it will become lesson learned for me.
View ArticleMoment resistance of the flange
[View:/cfs-file/__key/communityserver-discussions-components-files/5932/47073914_2D00_SW_2D00_CV_2D00_CALC_2D00_MOD_2D00_105_2D00_R4.std:940:0]Hi,in the attached model, a plate sits on top of both...
View ArticleRE: Design as per Response spectrum results.
You need to change the following commands: CHECK SOFT STOREY to CHECK SOFT STOREY 1893 and also, DEFINE 1893 ACCIDENTAL LOAD ZONE 0.24 RF 5 I 1.5 SS 2 ST 1 DM 0.05 to DEFINE 1893 ZONE 0.24 RF 5 I 1.5...
View ArticleDouble Angle- Default Connector Spacing
I have been looking into double angle connector spacing recently and decided to see how this is handled in STAAD. I found there is a parameter for connector spacing and the default is 12". 12" is a...
View ArticleSTAAD Foundation Advanced V8i - Passive Pressure Setting
In the Global Settings Tab, under "Rigid Foundation Settings" there is a button for including "Passive Pressure Setting" to use in the check for sliding for isolated footings. This button seems to be...
View ArticleRE: Slab connection issue when modifying column elevations in RAMSS
Check this post (2nd item) communities.bentley.com/.../ram-ss-3d-viewer-faq
View ArticleSlab connection issue when modifying column elevations in RAMSS
I have created a pitched roof by using the LAYOUT>COLUMNS>MODIFY ELEVATION command. The beams and slab associated with the modified columns adjusted accordingly in all locations except for along...
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RE: Steel beam design as per Euro code with TORSION 0 and with TORSION 2
The simplified check will generally give a higher ratio than the detailed check. This is because for the shear stress term, we calculate the torsional shear simply as T*t/J. This is quite generic and...
View ArticleSteel beam design as per Euro code with TORSION 0 and with TORSION 2
Dear Sir,I have attached herewith member design files with two approaches one is with TORSION 0 command and another with TORSION 2 command. Member is simply supported and subjected to same intensity of...
View ArticleRE: Design as per Response spectrum results.
Mr.DSANJU, Thanks. I corrected and the program went in a smooth way and found the DEC IN THE DEFINITION. Appreciate how as per the article the column load got using the DOM & IMR factors?In page...
View ArticleRE: IBC/UBC seismic warning
respected sir,madam every time when iam designing the building and error is showing (given below) so tell me what is solution. i used indian code 1893-2002 *WARNING: IF THIS UBC/IBC ANALYSIS HAS...
View ArticleRE: IBC/UBC seismic warning
To get rid of the warning, you will need to add a PERFORM ANALYSIS and CHANGE after each seismic case. You may refer to the following post for more details communities.bentley.com/.../264284
View ArticleRE: RAM Concept Bending Moment Distribution Tool
Seth, Are the units for moment with the Selected Plot Distribution Tool in kip*ft/ft. They just say kip*ft. Thanks.
View ArticleRE: RAM Concept Bending Moment Distribution Tool
The units for point values on the corners of the plot are kip (or kip-ft/ft if you like). The total or net area of the plot is then in kip-ft.
View ArticleRAM Concept Bending Moment Distribution Tool
Hi all,I am trying to understand what the Bending Moment Distribution Tool (BMDT) actually plots when you take cuts. I understand that it shows the bending moment about the axis drawn using the tool,...
View ArticleIBC/UBC seismic warning
"**WARNING: IF THIS UBC/IBC ANALYSIS HAS TENSION/COMPRESSION OR REPEAT LOAD OR RE-ANALYSIS OR SELECT OPTIMIZE, THEN EACH UBC/IBC CASE SHOULD BE FOLLOWED BY PERFORM ANALYSIS & CHANGE." I did not...
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