Spectrum Table
If I want to perform Response Spectrum Analysis by using IS 1893:1984,should i have to use a CUSTOM Spectrum Table?From the code book of IS 1893:1984 page no 18 we have to give the value in custom...
View ArticleIN STAAD FOUNDATION. ADV. , in scheduled drawing , there is no option to...
IN STAAD FOUNDATION. ADV. , in scheduled drawing , there is no option to enter values of checked by ,approved by , drawing no. , approved by etc. there is no option to do so even in " project info....
View ArticleDeflection in the rafters.
Anybody kindly tell, me why i am getting deflection in the rafters above the limit (L/180 = 25/180 = 140 mm approx.), is there any parameter i am missing or is there some other mistake. kindly...
View ArticleFailure
sir, I have done a complete analysis on attached structure . after analysis, I find out that no maximum compression and tension stress is greater than the yield stress of steel . Is my structure is...
View ArticleTrack 2 / Track 4 / Member selection
Hello,I would like answer you about the command MEMBER SELECTION using Track 2 (stress) and Track 4 (serviceability) commands for EurocodeI know make a perform analysis checking serviceabily and...
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i m getting severe(37): inconsistent record length error file while running...
hi , i m using latest stadd pro version 20.07.11.70. while running large file i m getting visual fortran run-time - severe(37): inconsistent record length error.can anyone tell how to get rid of from...
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Distribute load between four supports
Hi,We have a beam with several concentrated and uniformly distributed loads. We have four (virtual) supports. Each pair of two supports is connected again to a common point.So it turn we have just 2...
View ArticleMoving support reactions
Hi,We know that we can define a moving load in STAAD. Is there a way to define moving reaction supports? Say for example, if I want to know the reaction on supports supporting a bridge and if the...
View ArticleSTAIRCASE BEAMS IN MODEL
HI FRIENDS I AM ANALYZING A STILT+4 RESIDENTIAL BUILDING AS PER "IS CODE". I USE TO BREAK MY COLUMNS AROUND STAIRCASE IN LEVEL OF MID-LANDING & ALSO IN FLOOR LEVEL ONLY IF SLAB CONTINUES IN FLOOR...
View ArticleDeck slab beam's parameters
i am designing a deck slab supported by steel beams STAAD PRO. i am pretty sure that Ly and UNT values is not the full length of the beams. so what is the recommended values? or should i use the...
View ArticleStaad - How to specify material of built-up section
Hello Forum,I have created a 3-plate built-up section (T_) by specifying Profile Points instead of creating the .UPT file through the section wizard.I am aware that by using the section wizard the...
View ArticleModeling a Concrete Slab supported on Concrete Beams
I am modeling a concrete slab supported on concrete beams. The beams are "beam elements" given a defined width (ZD) and depth (YD). The slab is a plate element, sharing nodes with the beams. The...
View Articlemultistory building
Hi,I am attempting to set up a 3D model of a structure I am designing. I have modelled 9 floors but when I did run an analysis on STAAD,its taking more than 20 hours.Then also am not getting the...
View ArticleMass source in Response spectrum WARNING MESSAGES !!!
Dear all, I was working on a STAAD model of steel structure of a building , and I got few warnings I would like to understand how to deal with it :1- *** warning *** dynamic masses in global x y...
View ArticleLimit on STAAD Input File Size
Hello,I found a recent post stating the following limits for STAAD models:1.Joint number 1 to 999999 2.Number of joints: 2000003.Member/Element numbers: 1 to 999999 4.Number of Members, Plates, and...
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STAAD.Pro Error TOTAL JOINT/ELEMENT LIMITS EXCEED WHILE CREATING SURFACE
How to overcome the following error in staad.pro ?Please help.Thanks in advance.
View ArticleColumn Reinforcement Arrangement in BS coe
Dear STAAD users, I am designing columns in a villa in STAAD (using BS-8110).Due to wall thickness the width of column is restricted in STAAD.When I am using the concrete design module to design the...
View ArticleDesign tab - Define Parameters for TB
Hi All,I have a a request from client to set the design capacity of the beam and column to elastic capacity meaning - py*Z. We are still using BS code and for staad it is designed to plastic capacity....
View ArticleTRIAL VERSION / DEMO VERSION
Hi I would like to ask if where can I download the Trial versio of STAAD.pro? and another question, is it possible to intall a trial version if they already used trial version in the past .. thanks
View ArticleCheck Flexural yielding in moment connection
Dear ,I want to ask in the attached file as when the Ram connection calculate Y for yield line it didn't take the equation as it is in design guide 16in the attached file I took print screen from the...
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