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.

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…