Gaudi's inclined columns on Sagrada Familia exterior? Also, summing forces[triangles OR f=f}?


Anybody know of any notes or how he engineered?

Apr 10, 20 2:22 pm

Because I KNOW they could have no knowledge of inclined loads, thus he probably assumed F=F, & not equivalent triangles [which we use today].  So, are equivalent triangles the incorrect method of stress calculation?  There IS a way to test this--tecquipment structures frame set

There are implications of using the incorrect stress sum: vibrations

Apr 10, 20 2:30 pm  · 

you are totally wrong

Apr 10, 20 2:43 pm  · 

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