Kris Sathia

Yes your colleague is right,thank you the results are now the same.

I had to defend to my colleague he was trying to reject the footing design which i submitted he was complaining the size of the footing is bigger without giving me concrete evidence,then…

Hello Kris Sathia iam attaching  the design report of Staad Advanced and the spreeedsheet which i created to compare the results.

please help me on the issue of sliding for load case 1002 which is critical ,i dont get similar results on my spreedsheet compared…

Kris Sathia those are my design parameters

What about this?

Kris Sathia

What about this? 

Kris Sathia

Carlos Aguera Kris Sathia Nidhi Valia rtully14 Abhisek M Ranjana Shinde

Kris Sathia

Kris Sathia

Kris Sathia

Kris Sathia Pls help here

Modestas Kris Sathia Pls help here

Abhijeet Gundaye

Abhijeet Gundaye

Ranjana Shinde

Kris Sathia

rtully14

Abhisek M

rtully14

Abhisek M

Modestas

Abhijeet Gundaye

Abhijeet Gundaye

Kris Sathia

Ranjana Shinde

Kris Sathia

I am clear in doubt no 2 which were asked in above tread. However, I am still having doubt in point no 1. Also, I would like to add few more questions. Please help me to clear it.

Doubt 1

In continuation of Doubt 1, Can we add load on plate…