RE: JOINT WEIGHT
Dear Sir,            First of all thank you.Please tell me how to make change in input file using stadd editor.I am also sending sample input file as under.13 TO 60 76 77 172 173 267 268 470 TO 473...
View ArticleRE: Design of plate elements in Staad Pro
Someone told me STaad does not design for steel plates .Only cocnrete plates can be designed.Analysis of steel plates are possible only.Is it correct??????
View ArticleRE: JOINT WEIGHT
You have correctly used joint weight commands. It should be after IS:1893 seismic parameter. One thing needs to be mentioned that if you are using PX and PZ parameter to define time period in X and Z...
View ArticleRE: Design of plate elements in Staad Pro
This is correct. You need to find out the stress values of the steel plates and check if it exceeds the allowable one.
View ArticleRE: Center of rigidity and Center of mass of floors with staad pro. Important...
One thing is to be remembered - floor diaphragm commands only works if you use mass reference load case in the model. CR is only determinate term if you have Rigid Floor Diaphragm in the model.
View ArticleCenter of rigidity and Center of mass of floors with staad pro. Important...
Dear Friends,I am using EC8 Response Spectrum doing a dynamic analysis , and for slab diaphragms I use the master and slave command ZX (master node is a convenient node at the centre of my floor).At...
View ArticleRE: JOINT WEIGHT
dear sir i can't understood you are saying please let us explain me but this file is structure designer
View ArticleRE: JOINT WEIGHT
dear sir iam upload file structure designer check it and explain me joint weight
View ArticleJOINT WEIGHT
How we apply joint weight in structure.(THIS TYPE)LOAD APPLIED EXAMPLE iam used indian codesJOINT WEIGHT13 WEIGHT 46.9814 WEIGHT 48.315 WEIGHT 42.99616 WEIGHT 42.54717 WEIGHT 44.45318 WEIGHT 50.26319...
View ArticleRE: Center of rigidity and Center of mass of floors with staad pro. Important...
Dear Sue & DSANJU, Thank you for your prompt response. Basically for doing a dynamic response spectrum analysis with EC8 I can do it with two ways: 1st METHOD: Creating a primary load case (with...
View ArticleRE: Design of plate elements in Staad Pro
That is my point. There is no such explicit design rules available in the Design codes implemented in Staad which specifies the design of steel plate for the civil engineering structures and hence...
View ArticleRE: shear stress output from STAADPro
Sqx and Sqy are reported as Force per unit area. So to convert them to respective force, you need to multiply the stress with the cross sectional area, (width x thickness).
View ArticleRE: Multiple bolt rows on Beam Splice Flange Plate Connections
Sorry, I should have specified that the question is related to Ram Connection Stand Alone
View ArticleRE: Multiple bolt rows on Beam Splice Flange Plate Connections
You can configure a column spice connection with nc=4 if that helps. Meanwhile I'll log an enhancement for beam splices.
View ArticleRE: User Table Custom Section - Two Pipes (side to side) Defined by one...
Yes you can do that. Define the cross section using Section Wizard which allows one to create such non standard sections using standard shapes. Subsequently export it to STAAD.Pro from within Section...
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User Table Custom Section - Two Pipes (side to side) Defined by one element....
Hi guys/girls,I'm interested in modeling two hollow steel pipes which, in real life, would be placed side by side as illustrated in the attached picture.1. I'm trying to find out if I can model this...
View ArticleRE: Center of rigidity and Center of mass of floors with staad pro. Important...
Both methods are same. It is just that you are specifying the mass differently for the two methods. The only thing to consider here is, for defining the floor diaphragm ( as outlined in section 5.28.2...
View ArticleRE: shear stress output from STAADPro
To specifically answer your question, the thickness should be overall depth and not effective depth.
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