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Turkish First of all, have a good work and have a nice day. In the project I am working on, I will present 3 different models to the owner, one of which is the system consisting of a truss reinforced concrete column and a steel column, the owner will apply whichever of these three is economical. /onedrive.live.com/redir?resid=4B10C88935B9DC59!659&authkey=!AGsfDX-UywonJ3M&ithint=file%2crar]https://onedrive.live.com/redir?resid=4 ... file%2crar[/url] Do I need to increase the sections to overcome it or is there a point I missed that I can't see, thank you in advance for your interest... good work
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Axial load capacity error in the spring system
- Thread starter etriye
- Start date
Hello, While designing the truss, all loads and elements must come to the nodal points. Since the axial force is taken as a basis in the design of the truss elements, no force or support should be placed anywhere other than the joint points. Another important aspect in the design of the trusses is to place horizontal stability links perpendicular to the truss plane and connecting the trusses to each other. This will create an economical and stable system. It seems insufficient in your project not because of the strength control, but because of the slenderness limit control given in the New Turkish Steel Regulation Section 7.1.1. This article states that the slenderness ratio should be less than 300 for pulling elements. You can find detailed information about scissors in our online training videos
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. Best regards...