bucknast
Mechanical
- Apr 10, 2012
- 14
I'm review materials to be used for a mesh barrier with a cable or wire border that will handle most of the loading, it must span 96", be fixed at both ends at an equal height, and be able to resist deflecting more than 4" at midspan by a force acting there of 20 lbfs perpenticular to the wire. I'd like to evaluate the possibility of preloading the wire to help with this 4" deflection requirement. I'm using the change in wire length (dL), assuming the loaded system is approximately two right triangles, at maximum deflection to give a wire tensile force (P) at this condition: P=dL*E*A/Lo. I'm then using this force to calculate the component that resists the perpindicular loading, and also the stress in the wire to evaluate if it would break/deform. I'm not sure where to include the term for preloading in this scenario. Can I simply add it to my P result to get a value for preload tension + tension from deformation? Is there anything else I'm missing here? Thanks for your help.