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Please check the snap and confirm , should I use DJ1 & DJ2 command for member...
Please check the snap and confirm , should I use DJ1 & DJ2 command for member 145 to 3 for deflection checking or not. pls reply
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Group Selection Bug
When the dialogue box for Group Selection is not large enough to display all of the groups, you get two sliders. This makes absolutely no sense to me. I reported it as a bug back in 2012 and again...
View ArticleWhere is "Turn On/OFF Individual Node Label"?
. . . in STAAD.Pro CONNECT Edition? The diagrams dialog box still has "Use partial labeling mode" but I can't find how to click them off and on. Of course, the help button in the labels dialog box is...
View ArticleRAM Elements - Masonry Wall Cracked Properties
Does RAM Elements Connect Edition (ver 14) Masonry Wall module take into account the cracked moment of inertia?
View ArticleGraphical Display of results by load envelope
How can I get the graphical display of members and utilization ratio table to show results for only one envelope at a time? I have 3 load envelopes described and ran a steel check for each envelope by...
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How to create a "Member Group" in STAAD using OpenSTAAD command?
How to create a "Member Group" in STAAD using OpenSTAAD command? Not able to run the command (code) "objOpenSTAAD.Geometry.CreateGroup lGruopType, strGruopName" given in OpenSTAAD Help menu.
View Articlestaad pro. surface meshing
what is the maximum numbers of nodes that can be created in surface meshing for options 150150015000150000
View Articlestaad pro. load combination
how many load case can be combine in the load combination or the maximum numbers load cases that can be added in load combination in staad pro ?
View ArticleCanopy Design as per IS Code
If YD 0.2m ZD 0.45m How to calculate AX , AZ, AY, IX, IY, IZ ?
View ArticleHi Im New to Staad pro Im doing simple steel frame structure analysis. How...
Hi Im New to Staad pro Im doing simple steel frame structure analysis. How join L angle(50x505) and square tube at edge by welding joint. I Tried by Start end offset method but im getting error open...
View ArticleHow Staad Take care for IS 456 Annex C Deflection ?
Any Model Having concrete members designed by IS 456 need deflection check. Code procedure for deflection check is given in IS 456 : 2000 Annex C. How Deflection given by staad related to this procedure ?
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Torsion on Wide Flange Beam
Hello,I'm using Ram Elements version 14 which now calculates torsion on wide flange beams. See below. The 10 Kip load on the first image is 2.5 ft away from the beam. So this torsional moment is...
View ArticleSTAAD Advanced Foundations crashing
STAAD Advanced Foundations crashing when trying to design a mat. After I have analyze the mat I review the calculations to see what my bearing pressure is and it is usually around 1.17 ksf. I then...
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Question for Time History analysis
I have a question about the command follows Refer 「American App Example 2007」Example Problem 22DEFINE TIME HISTORY TYPE 1 FORCE * FOLLOWING LINES FOR HARMONIC LOADING GENERATOR FUNCTION SINE AMPLITUDE...
View ArticleIS 800-2007, STP1 and STP 2
If STP 2 command is assigned for steel members, members will fail with high ratio value. But if STP 1 is assigned members are passing. Why there is so much of differecne in STP 1 and STP 2 design....
View ArticleOpen STAAD file from ProjectWise error 112173
STAAD.PRO V8i SS6 20.07.11.82ProjectWise Explorer V8i SS4 08.11.11.590Opening STAAD file (*.std) from ProjectWise gives error [ 112173 ] - Cannot start application for the specified document. Check...
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