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Hello sir, please tell me can we model transient response analysis of gang bridge in hyperworks,
I am attaching 1 youtube link of that video.please see that and tell me ho to apply that type of loading condition in hyperworks
Hi,
Yes, there are tutorials available for transient analysis on OptiSrtuct help, please do refer those /emoticons/default_smile.png' srcset='/emoticons/smile@2x.png 2x' title=':)' width='20'>
Sir plz send me link of that tutorials.i am finding difficulty to get it
Please find the attached...
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Hello sir,
I did this example but i did not get any idea how to apply the same load as done in above video.sir please tell me only the steps to apply same transient load.
@monu
You need to apply force on components as shown in the video and create a tableD1 for respective force loads and superpose using TLOAD1.
i am trying to combine 3 tload1 using DLOAD card .but it is giving error.
<?xml version="1.0" encoding="UTF-8"?>
I have applied transient load condition but now I stuck in output request control card.
I want displacement and stress output. please tell me how to get this.
Hi Monu,
Go to Analysis page>> Control cards>> Global output request>> check displacement and stress from the list.
in OS1310 tutorial, for load DAREA was defined. why?
DAREA is used to define scale factor for dynamic loads like force and moment. If you have enforced motion use SPCD instead.
if we use only force or moment what changes?
Hi @durukanbdilek
If you use force or moment you need to have DAREA type instead of SPCD. This is how it is programmed /emoticons/default_smile.png' srcset='/emoticons/smile@2x.png 2x' title=':)' width='20'>
