angiolino Posted August 5, 2014 Share Posted August 5, 2014 prejudice should make a loft for a local high 480 yards, for that purpose by a 180-beam ipe 3 meters long and supported by 2 pillars boxed 80x 80 x 3 mm, I'm creating a portal to support lean spars to which I will have to support the platform, the platform should have a capacity of 400 kg / m / q what can you tell me about what advice can you give me? I will have to use tricks that will not collapse Directory to all and achieve a robust, monolithic mathematical formulas that I have to apply? thanks to those who will want to help me look forward to the next hello tips and experiences Quote Link to comment Share on other sites More sharing options...
Nobody Special Posted August 5, 2014 Share Posted August 5, 2014 So, I think what you're saying is - 1. You're making a support beam (I beam?) for a loft or stage, and that it's got two support columns 80mm long x 3mm diameter. 2. It must support 400 kg per meter. 3. And then you're looking for advise on mathematical formula to calculate support vs. stress, and any tips we might have? I can't help with the calculations......but I can kinda translate Google English to English. You're on your own getting the answer translated to Italian. :) Quote Link to comment Share on other sites More sharing options...
Glenn Posted August 5, 2014 Share Posted August 5, 2014 I would suggest you contact an engineer in your local area. He can look at the problem and make suggestions. Vorrei suggerire di contattare un ingegnere nella tua zona. Si può guardare il problema e dare suggerimenti Quote Link to comment Share on other sites More sharing options...
angiolino Posted August 6, 2014 Author Share Posted August 6, 2014 thanks for the solidarity and the information sorry for the bad English, if some user had more information I invite him to intervene with hello Quote Link to comment Share on other sites More sharing options...
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