Good Day, I have attempted the direct analysis method on a steel structure I have to design, however I have the following queries as it relates to the effect tension only members will have on the analysis (the structure has tension rods in the form…

Good day I have modeled a structural steel frame building and analyzed it using the direct analysis method, however I have received a few warnings and I would like to know the relevant of these as well as their potential effect on my analysis results…

Dear Sir/Madam, I have designed a Frame using web tapered members in STAAD Pro. The frame weight shows the weight of different beams members used. For example, the frame is having a member whose dimensions are Web- 250 to 750 mm Web thickness…

Hi, I have some questions regarding member check to AISC 360-10. So I was doing some check on a simple member (attached output file), and then I checked it using hand calculation to verify the numbers (I need to know how the program do simpler problem…

Hi, Currently I am using AISC 360-10, I assigned slenderness value 200 ( main 200) to members. some of the members are fail in slenderness but STAAD result shows "pass" could you please tell me why it happens ? please see attached snap below. …

Dear bentley & friends, I had modeled the floor beams as composite and gave design parameter for Eurocode but design not performed and I had changed the code to BS and AISC, in this two codes composite design is done but not in eurocode. Why? How…

Dear Sir, We have a model where the units is set to Mton and cm . Our questions are; a.) Do we have to convert accleration scale factor to 9.805*100? b.) Do we have to convert the Period Vs accleration curve *100? ( Max 0.18, so 0.18*100?) C.…