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Error, steel property
Hi,Can you please tell me why is it showing that (please see screenshot) error?Thank you
View ArticleGEOMETRY PROBLEMS
I am new in staad pro so please answer this question in very easy language....! what is differences between plates and surfaces.if i want to make slab or floor i can use both of these which one is...
View ArticleSetting LineStyleParameters in MicroStation VBA
I was originally planning to ask this question on the Bentley forums for programming as they had a similar answer for a C# question which I was using to model mine on. However, the account I created...
View Articleseismic base shear value in SRSS output file are not matching
Dear sir,I am doing the dynamic analysis by SRSS method of the rack structure .I had observered that the total reaction given by staad in X,Y and Z is not matching with the base shear shown in output...
View ArticleApplied Loads to a shear wall
Hello,I am currently working on a structure in RAM SS. Is there an easy way to view the applied loads to a shear wall at each diaphragm?Thank you,Kali
View ArticleBeams in office floor show snow loads in RAM
Hello,I am a student and one of our projects in RAM has come up with a problem. I have a 2 storey warehouse. For some reason the office cantilever beams ( Second floor) are showing snow load reduction...
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Staad stresses
HiIn the Staad stresses what are:* top combined SX (local)* top combined SY (local)* top combined SXY (local)* bottom combined SX (local)* bottom combined SY (local)thanks.
View ArticleRCDC
I am installed RCDC and its message that licence for design code not found What to do
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calculating blast loads according to IS 4991 and assigning in time history...
hello people,i am new to this topic ( blast loads) , could any one help me out in this pleaseload calculation according to IS4991 defining time history in staad i have attached the excel calculation...
View ArticleAUTOMATIC SEISMIC LOAD GENERATION
I AM GENERATING AUTOMATIC SEISMIC LOAD AS PER IBC-2012 ASCE-7 2010.BUT IT GIVES ME AN ERROR "NO LOADING DEFINED FOR UBC LOAD RUN TERMINATED. PLEASE HELP ME TO CORRECT...
View Articlehow to design a MS circular column in staad?
how to design a MS circular column in staad?
View ArticleGetSupportReactions only recognizing FY value
I'm using a vba macro to extract support reaction results and have two problems.1) When using variables in the GetSupportReactions, nothing is extracted even though all variables are dimensionalized...
View ArticleRAM Response Modification Factor
When using RAM Frame for a seismic analysis, is it possible to set the response modification factor to a certain value such as 3 in the event that you are using Seismic Force-Resisting System H in ASCE...
View ArticleStiffness of flanges in Masonry module
When modeling a masonry wall with flanges, is it possible to partially grout the flanges? I'm worried the actual condition will not provide the stiffness the program is using because the cells are not...
View Articlecan you please help me with 633 warning i am attaching my model.
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 20-MAR-18JOB NAME GTU FINAL YEAR PROJECTJOB CLIENT GTUJOB NO 1ENGINEER NAME KRUPALCHECKER NAME H.D.LAKHANCHECKER DATE 28-MAR-18END JOB INFORMATIONINPUT...
View Articlewhy tie-member-40 fail in attached input file???
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 3/14/2018JOB NAME SPBDJOB CLIENT TOSHIBA JSW POWER SYSTEMS PRIVATE LIMITEDJOB NO C-2314JOB REV 00JOB PART TYPE-K8ENGINEER NAME DINESHCHECKER NAME...
View Articlestaadpro connect edition使用问题？
用cad的dxf格式建立的模型，导入staadpro CE中有是一跨梁，当平面外有次梁支撑时，与主梁连接的节点不断开，怎么解决？
View ArticleAmbiguities in Section Properties for Chinese Profiles.
Hi,I am working on a Steel Structural Design Project in which I am using Chinese Sections like - RHS, Channel & Beam sections.I have noticed that there are ambiguities in the the Section Properties...
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