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Hello All, Hope you have a great day! I'm working on design of steel connector between two squared tubes (80x80x4)mm, the suggested connector is as per the below photo. thickness of these plates is 6.0mm, length of 355mm. this tube will be subjected to torque value of 30 KN.m. There is...

Hello colleagues, I'm trying to make a structural analysis and design for the solar tracking system, the conceptual design is as per the attached picture, I'm trying to design the columns & tubes. At the top of each column there'll be a bearing, the central column will be attached to linear...

Thank you hokie66, let's study the two choices, between the columns and in the roof plan, for sure I don't mean to use both, but just to add them to my knowledge :) I'll be very thankful for you :)

Thank you JAE, I've designed the structure, and the members length& sections are chosen,but the matter now is how can I provide a bracing system to account for wind loads, I attached a snapshot for the structure shows the main dimensions, and it'll be repeated every 7 meters, hope these...

Hello Dear Engineers, If I have the following solar steel structure, what is the most appropriate bracing system for it??? Thanks a lot in advance :) Best regards.

Thank you Ron, Absolutely I didn't ask you here in this forum to the analysis for me!! it's immoral for me as an engineer to ask you such thing despite of I'm new to engineering or I'm not ..!!!! first of all: the structural steel analysis (except wind load) is DONE and I know very well the...

here is the AutoCAD file :)http://files.engineering.com/getfile.aspx?folder=d1e414dc-fe74-4caa-8748-49b72738b838&file=pv.dwg

Hi, I'm a beginner structural design engineer, and I'm new to the solar energy world, it's required from me to design a steel solar mounting system resisting a wind speed of 150 kmh, In the attachments you can find a sketch of the required structure, and an AutoCAD file showing the deatails of...

I could deal with that structure, thanks a lot, but now I have a question, how can I define a split rectangular section in STAAD??? I'm using STAAD pro 2007 version

Hi I'm trying to design a steel frame using STAAD pro, I have a problem in the analysis of wind load, in my frame the only given is the wind velocity, which equals 150 kmph and the other problem is after running the program I find that the columns are not designed, pleeeeeeease help me, I have...