RE: Using STAAD to design single angle members
No, it is actually a moment frame from an outside contractor.
View ArticleRE: RAM Concept Balance Loading
To define tendons for the new balanced load percentage, you would either need to manually edit the tendon and change the number of Strands per Tendon or start a new model. The Balanced Load Percentage...
View ArticleRE: Ram Elements Single Angle AISC 360-10
Local member deflections are associated with the principal axis. The exception is when the "Laterally Restrained for Torsion" option is checked for use in the section properties. In that case, the...
View ArticleRam Elements Single Angle AISC 360-10
Does Ram Elements properly apply the AISC 360-10 single angle requirements for bending, compression and combined stress for equal and unequal leg single angles?Is deflection given for the geometric or...
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Base plate design using RAM connection
This is regarding RAM connection software. The module we have does not show base plate and foundation bolt design (see 2nd pic). As per the tutorial we are supposed to have that package.(See 1st...
View ArticleRE: Plate Element Unity code check
Unity ratio is reported if the steel section is selected directly from the Standard Steel section database or it is created as I shaped section generated by the CREATE USER TABLE. The standard steel...
View ArticlePlate Element Unity code check
Good morning STAAD Community,I am modeling a W6x20 which will be suspended by a 1.5" diameter bar from the top flange and will be supporting a 24" diameter pipe with 2-Ubolts. I am trying to get the...
View ArticleRE: STAAD buckling analysis
Sorry, the server issue is not fixed yet. I'm still working with Mr. Palaniappan.
View ArticleRE: SELX/SELY Concrete Wall Russian Code SNiP 2.03.01-84*
hi all! additional questions: 1. please, could you state the number of items or formula in Russian SNiP, where above two parameters are used/have influence? separate for wall, separate for slab design....
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SELX/SELY Concrete Wall Russian Code SNiP 2.03.01-84*
Hi all!Could you please, clarify about above design parameter. For example, height of concrete wall is 3m and its divided into 6 parts (each 0.5m), so for each part SELY shall be 3m or 0.5m?Happy New...
View ArticleRE: Columns getting failed.
sir this is the model which is getting failed, if we decrease the depth of web of center column( R3 property) from 250 mm to 200m it will get passed. STAAD SPACE START JOB INFORMATION ENGINEER DATE...
View ArticleColumns getting failed.
i am attaching my staad file, please anybody tell me why the columns in the middle, gets failed when i increase the size of column web, but when i decrease the size it shows the result as passed.kindly...
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RE: load carrying capacity of compression member by using 4 ISA built up...
Hello Rohit,You can use "Star Angle Arrangement" option and assign the same section property to respective member, STAAD.Pro can design "star angle" sections as per IS 800 and from design output you...
View ArticleRE: load carrying capacity of compression member by using 4 ISA built up...
Please refer to the following section of Technical Reference manual: AD.2007-09.3.4 Star Angle Design per IS-800 It talks about the design of "star" angle arrangements per IS 800:2007 .
View ArticleRE: Design of industrial shed on concrete column.
Can you please send us the sketch of full arrangement?
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RE: load carrying capacity of compression member by using 4 ISA built up...
You can go through the "Technical Reference manual" of STAAD.Pro (Help >> Contents).
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RE: RC Designer Staad.Pro
In order to investigate this issue, please provide the following information:· Please attach/upload the .std and .rei_concrete file· Product Version number(s), for example: STAAD.Pro version xx.xx.xx.xx
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