Recent content by Badri07

This beam is an american built one...

Hi, Thank you for your mail,infact we are just checking the beam, we did check for the BS2853,it failed for the said standard as well. Thanks

Hi All, we are designing a runway beam ,i would appreciate if any one could let me know any relevant american codes that i can use for designing the runway beam. we have been using eurocodes in the past,but the beam is failing under the code. Thanks Badri07.

Hi Ussuri, Thank you for the post,i am just wondering is it ok to jump codes as you say from BS2853 to BS449:1969 just for the bolts. you are correct,BS2853 has got FOS of 8 on bolts,thats the reason its not passing the code. Thanks

Hi All, Sorry for putting the wrong code in the heading,its infact it has to be read as BS2853. Thanks Badri.

HI All, I am trying to verify a runway beam,against the code BS273:1957,the bolted connection on the beam seems to be a problem.The factor of saftey seems too large and the bolts are failing against the code. I would appreciate if you could let me know if there is a work around to solve this...

Hi All, I have been doing static structural analysis,and now i am trying to teach myself on how to do fatigue analysis.I would appreciate your comments on preliminary basics theory i need to study to make my understanding of fatigue analysis results better. Thanks

Hi, If you have created a local CSYS,then check Detail view of the stress or deformation under consideration,detail view<Definition<cooordinate system, Badri07.

Hi, if the page is getting loaded and you see the tool bar in the top,try view<windows<reset layout.

Hi All, I am analysing a box section that has got plate bolted on to it,i am not intrested in the bolts as it is,i have calculated the tension in the bolts and applied a tensile load on the bolt holes, The aim of the analysis is to know about the stress pattern in the box section and the plate...

1)i would try checking the solution information under solution,normally it will give you more information on the error. 2)Try adjusting the default value of the tolerance slider under connections.

As far as i know,you can write commands in workbench to apply constraint equations(i think its RBE3 or CERIG)for more information search www.ansys.net Badri07.

Hi All, I came to UK as an international student to do my master's degree here,i have finished my Msc(CAE) and presently working here for the last 2.5 yrs in an engineering enviorment. I am tyring to get myself enrolled for chartedship through my company ,but later realised that my masters...

Hi, just that the middle plate is inducing 250sh tons,2.22e+006N,not 2.5sh tons Thanks Badri07

rb1957, yes,it was by oversight i had an typo in my load,