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 was trying to update an old OpenSTAAD excel macro so that it can run on the latest STAAD.Pro CONNECT edition. While I was trying to extract maximum bending moment member forces I found that the syntax that should've extract max moment comes back with…

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…

Hello, I have designed a platform stair system in STAAD PRO and I am analyzing the effects of using Moment Frame and or Ordinary Frames in it. I have attached 2 models here - One pertaining to Moment Frame (With no releases in platform members) and…

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…

Hello there, I am using RC designer under concrete design in STAAD Pro connect edition. While, I am plotting design bending moment in it, I am not able to modify color and limits for different color. In other word, I would like to modify contours of…

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....! What is use of solid Geometry In Staad Pro.?

Is there anything I can do to change the moments at each ends of the beam to (- to -) without eliminating the column or making the span longer? Any help with this would be greatly appreciated. Thanks, Chris

Hi, i am Hitesh, i am designing a Rest house, since i have provided large number of conceal beams which resulted in subdivision of main beam between columns into small span sub beams. therfore i am getting which warning L/D ratio is less than 2.5. i have…

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…

STAAD SPACE START JOB INFORMATION ENGINEER DATE 08-Jul-17 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 0 5.75 0; 3 3.9 5.75 0; 4 3.9 0 0; 5 0 0 -7.5; 6 0 5.75 -7.5; 7 3.9 5.75 -7.5; 8 3.9 0 -7.5; 9 -2.1 0 -7.5; 10 -2.1…

Good day, I don't know if this is possible, but I am trying to assign a member with compression-only specification while still retaining the moment fixity of the member. As soon as I assign a member as compression-only, it treats the member like a compression…