Dear All,
Starting from year 2007 , there have been several threads in this group on the above subject.
For 3v shallow cap dome, Gerry had made a excel sheet where the base had been leveled by addition of a fourth strut.
My calculation show that despite the addition of a fourth strut, if the shallow cap icosahederal dome is compared with a leveled 3/8 3v dome. there are good economies to be had in both the total lengths of struts to be used in the construction and in the surface area to be covered.
I can freely share my calculations showing the savings but you will have to insert your own rates for the steel that you plan to use.
Recently a person has shown some interest in constructing a 40 foot diameter dome.
Such large domes require a careful approach, which in my way of understanding means a 4v instead of 3v construction.
Now a 4v dome sits leveled at 1/2 truncation.
I am not sure if it sits level at the shallow cap truncation.
My maths knowledge does not allow me to calculate this.
I am looking to Gerry in particular and anybody else who can help to give me an excel sheet for 4v shallow cap icosahedral dome.
Normally I use an angle iron which weighs about 1.16 kilos per running meter for 3v struts. (25mm x 25mm x 3mm Mild Steel Angle Iron)
For 4 v construction I am thinking to switch to 25mm x 25mm x 5mm Mild Steel Angle Iron that wighs about 1.7 kgs per running meter.
Regards
Ashok