Brad,
I studied structural engineering for 5 years as part of the Architecture course and for 40 years worked on a daily basis with some of the best structural engineers in the country including Arup Assoc who did the Sydney Opera House.
Structural design involves physics, mechanics, material proerties, geometry, maths, trigonometry and even algebra.
Advanced structural design is not often 'intuitive' and can rarely be interpreted by lay people.
When you present a design which I see has obvious structural flaws.....I am attempting to prevent those who might see this solution as viable....from making a mistake? Nothing more....nothing less.
And the added lead ballast to the lower section of the pod actually does little to increase the mass of the pod at the arm connection point. But I won't rain on your parade by explaining the reasons :-)
And c'mon......the asparagus tin jibe?
But just for interest's sake.....there is more structural integrity in an unopened asparagus tin than in that armpod.
Lew, rigidity (aka-stability) does not assure transmission of vibrations from the shelf into the pod. A constrained layer pod can be rigid and stable yet repel vibrations.
However I think it best to decouple vibration from the shelf via the footers or spikes under the pod.
Halcro, your a tough cookie when an idea is presented that is not yours.Sorry you feel that way. I thought this Forum was an exchange of ideas and information?
I studied structural engineering for 5 years as part of the Architecture course and for 40 years worked on a daily basis with some of the best structural engineers in the country including Arup Assoc who did the Sydney Opera House.
Structural design involves physics, mechanics, material proerties, geometry, maths, trigonometry and even algebra.
Advanced structural design is not often 'intuitive' and can rarely be interpreted by lay people.
When you present a design which I see has obvious structural flaws.....I am attempting to prevent those who might see this solution as viable....from making a mistake? Nothing more....nothing less.
And the added lead ballast to the lower section of the pod actually does little to increase the mass of the pod at the arm connection point. But I won't rain on your parade by explaining the reasons :-)
And c'mon......the asparagus tin jibe?
But just for interest's sake.....there is more structural integrity in an unopened asparagus tin than in that armpod.
Lew, rigidity (aka-stability) does not assure transmission of vibrations from the shelf into the pod. A constrained layer pod can be rigid and stable yet repel vibrations.
However I think it best to decouple vibration from the shelf via the footers or spikes under the pod.