• Rgarding staad pro CE

    1.0 In staad why I am getting more reinforcement in top column (See bemm no. 76 & 77) see the attached model. 2.0 What parameter need to use so that reduction factor is not considered in design calculation because as per is 1893-2016 it is only use…
  • Why don't we have wind loads incorporated into Staad Pro as per IS Code?

    Even in Staad CE Wind loads are still generated using ASCE code. Also, a number of videos are floating around on youtube explained by people who are not at all subject matter experts.
  • Want to get check my model from Bentley engineers

    I have prepared a model of lift pump house. Need to check by expertise and want there comments on my model whether there are any errors or anything which needs to be corrected. Can any one please help me in this?