 | | Please critique my truss designs —John Ladasky
| | | | Greetings, Technic builders! I have been very impressed with the giant bridges and cranes that you folks can build. Now I am working on a model that requires a truss. The model is minifig scale, so I care about the look of the truss, as much as its (...) (20 years ago, 8-Mar-05, to lugnet.technic, FTX)
| | | | | | | | | | Re: Please critique my truss designs —David Arnon
| | | | | | In lugnet.technic, John Ladasky wrote: (2 URLs) (...) I'm going to leave the comments about the strength to more experienced builders (TJ? ROSCO?) but it certainly looks good. - David (20 years ago, 8-Mar-05, to lugnet.technic, FTX)
| | | | | | | | | | | | Re: Please critique my truss designs —Ross Crawford
| | | | | | (...) Hi there! (...) Seems very practical to me. If the load is confined to the ends, your construction should easily handle it. However if you plan to suspend (lift/mount) it from any point on the truss, I would suggest adding a vertical brace at (...) (20 years ago, 8-Mar-05, to lugnet.technic, FTX)
| | | | | | | | | | | | Re: Please critique my truss designs —Thomas Avery
| | | | | (...) snip It looks good to me too. I've had good success with diagonals connected to the studs on the outsides of the beams. One example: (URL) I imagine that your design, with the diagonals "sandwiched" in their connection, might perform okay. (...) (20 years ago, 9-Mar-05, to lugnet.technic, FTX)
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