plese link it if you have it.
Somehow, I knew that you wouldn't see something you choose not to.
Dave
Look at thiis photo and the lack of support cables and then look at the blue structure and imagine how the support for the giant 30-storey mast worked without being attached to the core columns.
http://www.city-data.com/cpic/ufiles516.jpg antenna hi-res
Do you want to answer post 855 Dave ?
The mast is bolted to the blue platform and, as probably the core columns are pretty weak up top, they put in the four extra hat truss frames to support the platform and transmit loads to eight wall perimeter columns.
And for some reasons they put in four extra hat truss frames lined up with the edges of the core, e.g. to connect the core corner columns with the perimeter.
When in doubt, design/build strong!
If it was only bolted to the top of the blue construction the forces at the point of contact must ave been enormoous when the wind blew what with a 30-story lever acting directly on the connection.The cabling was visibly not viable. Any force would hve been downwards at an angle. The blue thing ddidn't look like it was designed to deal with that direction of force and it wasn't that strong as you say yourself..
Truthers really don't know when to shut up, do they?
You can always say why it's not true ?
You should really just go ahead and lay all your excellent pictures with the strong cabling on us. Even your best one would help.Can you calculate vector sums? If so, what is the resultant force from the vector sum of the following: lateral force due to wind, vertical compressive stress in the base connection of the antenna, and the tension in the diagonal bracing wire?
Dave
Can you calculate vector sums? If so, what is the resultant force from the vector sum of the following: lateral force due to wind, vertical compressive stress in the base connection of the antenna, and the tension in the diagonal bracing wire?
Dave
You should really just go ahead and lay all your excellent pictures with the strong cabling on us. Even your best one one would help.
It's a fascinating debating technique, isn't it - pretend the evidence doesn't exist even though you've been shown it, then try to ridicule anyone who reminds you that you've already seen it.
Dave
He should also assume a 360ft tall antenna, 30ft effective width (for calculating wind forces), and a design wind pressure of 100psf. It will also be easiest to assume that the base of the tower is pinned rather fixed (which it wasn't).
I've already run the numbers. 2x3.5"Ø 100ksi cables on each face of the antenna are sufficient.
It's a fascinating debating technique, isn't it - pretend the evidence doesn't exist even though you've been shown it, then try to ridicule anyone who reminds you that you've already seen it.
Dave
I am only askng for pictures of the cables Dave, We have mny pictures of the antenna but the cables are mising in most of them. The ones tht do have a couple together on one side look very insufficient to rstrain a 30-storey antenna.Not to say one-sided. There is no riducule involved.
Why not answer my question ?
Look at thiis photo and the lack of support cables and then look at the blue structure and imagine how the support for the giant 30-storey mast worked without being attached to the core columns.
http://www.city-data.com/cpic/ufiles516.jpg antenna hi-res
In the post I linked, and you responded to, there is a photograph in which at least ten guy wires are clearly visible, running in at least four different directions. If you can't see them - and I really am not joking here, you may actually have visual difficulties - I think you may need to consider an eye test. I have mild long sight but I can still see six of them clearly even without my glasses.
It's a little hard to know how to respond to you. You keep asking for evidence you've already been shown, and that's clearly visible to everyone except you.
Dave