Hello, I ran the analysis of a lightly loaded two-sorey building on staad and results I got is disproportionately large. The first attached image shows the moment about the z axis (MZ) which appears too large for the screen to display and for the…

Dear sir, when I select torsion perimeter in design, I am getting warnings.I also submit this file and got consultant comments which are given below. 1 For lateral torsional buckling check of cantilever beams UNB and UNT parameters to be assigned…

I am modeling a digester with a opening in the wall In the model plates near the opening (plate no: 8632,3026 and other plates around opening ) have abnormal Mx moments along the local x axis of the plate and also there directions are reversed is it…

Found drastic difference in moments of rcc beams with a plate modeled as brick wall partition wall in rcc frame structure...Moments are very low on beam and column... why it happens? Is it due to stiffness of plate , And what is the correct way to model…

Good Day, I am just new to Staad Pro so Kindly explain to me in very preliminary way, This is simple Slab of 350mm thickness Supported by beam of 350x350mm on four sides supported by pinned supports an uniform pressure load of 100kN/m2 is applied…

Good day, I am new in staad, can someone help me with my question? my question is how to get the maximum moments and deflection of each beams in staad? what load cases to be consider? I am planning to design beams manually and I am planning to get the…

Hello, I have a STAAD code which is a simple beam design with loads and I was doing steel design. On performing design I got the results of beam unity check to be 0.74 (Actual Ratio). But on double clicking the beam and then going to Steel Design Section…

Hi! I have a fail when designing beams with torsor. On the attached file, please could you check beams: 94, 95, 96, 194, 195, 200, 201, 206, 207?? It should be oversized, but appliying EuroCode, the ratio is up to 13! I supose I should consider some…

I am new in staad pro so please answer this question in very easy language....! IN Beam design results... i can't understand this details.. Can any one help me to understand this.... screen shot is attached.......

Hi, I think this has been covered in other questions but I just wanted to obtain some clarification... when undertaking plate analysis, does the global X and Y moments take into account the XY local component? I am undertaking the design of a large…