IF THE ORIENTATION OF THE AXIS LIKE SHOWN IN THE FIGURE THEN MX REPRESENTS THE VERTICAL MOMENT AND MY HORIZONTAL AM I RIGHT OR WRONG PLEASE CORRECT ME.

400 KL FINAL WITHOUT STAIR change hieght.std EVERY TIME I M GETTING THE SAME PROBLEM Although I READ ALL THE POSTS REGARDING THIS ISUUE AFTR APPLYING SET NL COMMAND AND MEMORY COMMAND FACING THE SAME ISSUE.PLEASE PROVIDE VALID SOLUTION ASAP.

Hello, Here I m going to the attached model of my building and my problem is that when I ran this model in series 6 and staadpro ce update 7 after the analysis I'm getting the different results of R/F. you can check out the result for beam no. 149…

Why is such kind of loading diagram shown when I apply floor load.

Hello Sir, I m unable to understand How structure behave when we perform seismic analysis of the structure.Some of the beam the value of moment is very high.I m going to attached my model in which look at the beam 5727 5730 and 5737. please solve…