Member Take Off Table
Hi Everyone,Can someone please advise me how to obtain the member take off table for my model once I have run it?
View ArticleRE: Cable command
I've tried using MEMBER TENSION command together with MEMBER CABLE command, but it took a lot of time to run as two of the slings were actually under compression (if we don’t declare them as TENSION...
View ArticleCable command
Hello everybody,I'm doing lifting analysis in STAAD-Pro V8i (the input file is attached). I've defined the slings as cable with command "MEMBER CABLE 4017 TO 4024 TENSION 0". After analysis, two of the...
View ArticleSTAAD calculation vs hand calculation difference LRFD
Hello,I am comparing results, STAAD vs hand calculation.A pipe support, 700cm high, loaded with 2500kg earthquake load.Please find attached pdf with hand calc. and staad file below.In STAAD the...
View ArticleRE: Transfer of large size run files
Can you please attach the STAAD.Pro model (.std) file? Are you using the same version of STAAD.Pro that is installed in your colleague's computer? You can check the version from Help> About STAAD.Pro.
View ArticleRE: Transfer of large size run files
You might also want to look into Scenario Services, our cloud computing option for...
View ArticleTransfer of large size run files
Hi,I am trying to transfer a large size file with analysis results to my colleague for checking. The files takes approximately 4 hrs to run.Somehow Iam not able to transfer the .ANL file.Everytime i...
View ArticleHow to Design a Load Bearing CHB Wall
Can anyone help me by discussing how to design a load bearing CHB wall on STAAD. The wall should carry a load on top, say a beam and the wall should act as a support for the beam.1. Which one to use,...
View ArticleRE: P-Delta effect plus Time-History analysis or Response Spectrum analysis.
Good morning to everyone,good morning RayC,I would ask if "my editor" that I post below, is correct or not  (?).  I need to do an analysis of a steel frame considering the effects of P-Delta with...
View ArticleP-Delta effect plus Time-History analysis or Response Spectrum analysis.
Dear Seniors:Â When I want to make a Time-History analysis or a Response Spectrum analysis is necessary to make a P-Delta analysis to include the second-order effect due the deformation of the...
View ArticleRE: How to Design a Load Bearing CHB Wall
I believe you mean "Concrete Hollow Blocks" by the abbreviation CHB. Though the CHB can be modeled using plate elements you can at best do a stress analysis under applied loads in STAAD. The thing to...
View ArticleRE: Member Take Off Table
Assuming that you are using STAAD.Pro and Steel and Aluminum as a material, the member take off (material estimate on a member by member basis) can be achieved in the output file by the following...
View ArticleRE: Seismic Analysis in STAAD.Pro
Which code are you referring to? In case it is the UBC code, STAAD calculates the time period from both Method A and Method B and will use the one that results in a higher base shear (or will use the...
View ArticleRE: Member offset in STAAD
It appears that they are beam members along the same direction. Create two beam members with their own set of end nodes and connect them by Master-Slave command.
View ArticleMember offset in STAAD
Hi all,I have a problem in using member offset command in staad.proI have a case where one beam is supported above another beam.So i modelled two beams and i made one beam to move little bit high using...
View ArticleRE: Modelling tubular joints for API checks in Staad
Please see attached model where I am (without using Parametric Models) struggling to model the junction for a T type connection. Thanks.
View ArticleModelling tubular joints for API checks in Staad
Hi,Just wondeirng if there is a quicker and more efficient method of modelling various tubular connections e.g. T,Y,K etc within staad using shells for API checks. Please suggest replies considering...
View Articlecan you help me in my thesis? this is the staad file. let me know what is...
what reaction should i get so that i can design for the foundation?thank you for your help it is much appreciated. im cramming for this desginSTAAD SPACESTART JOB INFORMATIONENGINEER DATE 13-Apr-14END...
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