Tekla Structural Designer Vs ETABS || Which one is Better?

[@CIVILCENTER]

Join our Online Courses Now: Registration link: forms.gle/Yy9j8BH8zZzmFfZMA Call: [phone] Email: [e-mail]

[@sonambhutia2525]

Very true... TSD is way more user frendly..

[@ballsofsteel5326]

Video starts at 2:10

[@varaprasadreddyreddy1848]

in TSD , we are unable to do complicated models (slabs)

[@CIVILCENTER]

We can do that too, however according to Indian environment it needs be developed more. You can learn more in our classes. To join our professional training, click here : forms.gle/Yy9j8BH8zZzmFfZMA For any query Call on: 8433248864 WhatsApp: [phone] Email: [e-mail]

[@sunilgiri75]

You can design same building in both software, i think etab results are more accurate and give economical design and for drawing generation it can easily transfer in staad RCDC software.

[@CIVILCENTER]

Have you worked on both the software?

[@sunilgiri75]

Yes

[@nakshsharma6661]

New etab mdb file can't be transfer staad rcdc

[@parthgandha]

@@nakshsharma6661 Etabs 19 to RCDC Connect via Access 13...got it working after lot of trial and errors

[@nakshsharma6661]

@@parthgandha if you have link connect rcdc please provide

[@pranavjain298]

Why we use exel if we design in software???

[@sudish005]

In TSD i didn't find base shear value in the report. So, where is the calculation for base shear is done both for static and dynamic analysis

[@cengineer8756]

Does it support ACI318M-14?

[@satriansyahellenyudha9317]

what about TSD vs SAP2000

[@ainaabiodunekundayoaina2702]

SAP2000 is a superipor software .... better than both Tekla and TSD

[@ajsaifi7939]

Which one to learn to get job quickly ? ETabs or Tekla?

[@CIVILCENTER]

None, knowledge about practical use of software matters most, software is just a tool to make our work easier and in less time. Having said that, the scope of Engineers skilled in Tekla has been on the rise

[@ajsaifi7939]

@@CIVILCENTER Okay, considering with practical knowledge which one to learn first?

[@ainaabiodunekundayoaina2702]

@arif pasha I know how to use both very well and to me etabs is far better compaired to Tekla. For detailing part, Tekla is better

[@anand4236]

Tekla is good for steel .. E-tabs is for rcc..it design in finite element method

[@sonambhutia2525]

Even TEKLA has Finite Element Method.

[@anand4236]

@@sonambhutia2525 ..OK that I don't know.. because I worked on rcc with etabs .. anyway thanks for the information

[@aamirafridi8855]

etabs is also ED, arrange some die hard professional for camparison.

[@rakeshkakad3010]

Tekla is detailing software Etab is designed and analysis software

[@CIVILCENTER]

Tekla Structural Designer is Design software Tekla Structures is Detailing software

[@cengineer8756]

Wrong, is the Tekla Structures you are talking about. But there is another program for analysis and design. It is Tekla Structural Design Suite

[@nandkishorraidas2169]

good imformation

[@k8055hsjshsn]

Plz Hindi

[@plannersconsultantconstruc4365]

good

[@Zorot99]

When I compare the results between ETABS and TSD, the axial force on the columns are the same, the problem is with the moment. Even while using the exact same stiffness modification factors, still there is a difference between the two in moment values on the beams. I’m using 0.7 for columns, 0.35 for beams,

[@masterpiece7224]

which one bigger ? in other channel has explain this topic, csi software (etabs and sap2000) has bigger moment than oher software (dlubal, graitec, etc).

[@nyova2046]

​@@masterpiece7224hello, could you send me the link video about it, please?