1. Deflection Rate 1:1000
1.1 Deflection rate 1:1000 is the basic beam stiffeness of bending in EP-calculation and values can calculate from strength calculation to Physics and contraversary. As an example static values of round bar 10 mm (1 cm). Imagine in the picture instead the I- beam the round bar.
As a visual geometry
2. Static Values
W = (3.14 x d3/ 32 cm3
W = (3.14 x 13)/ 32 cm3
W = 0.092 cm3
I = (3,14 x d4)/ 64 cm4
I = (3,14 x 14)/ 64 cm4
I = 0.0491 cm4
3 Fibonacci Numbers
1 - 1 - 2
0,0491 + 0,0491 = 0,0982
0.0982 cm x 100 = 9.82 m/s2
100 cm = 1 m (SI-System)
Gravity acceleration 9.82 m/s2 on the Earth.
0.0491 cm x 100 = 4.91 m/s
S = 0.5 g t2
S = 0.5 x 9.82 * 12
S = 4.91 m
Free fall per one second on the Earth
4. Visual Geometry
Round bar static values have a relationship with the nature. All is free fall of a body, its prevention and friction to prevent falling. This is why, all have the same meaning and are calculable together.
4.2 According to visual geometry, there is a drop in a stationary position, representing deflection in the figure. In addition to this is the fall in movement, as the ball dropping from the hand . The span lenght in the deflection formula has the third potency. This means eight times increased deflection when the span length twice increased.
23 = 8
Bending resistance / Second moment of area= 2
In geometry we do not have the ball, but we take instead of it the circle. The full angle 360 degrees of a circle is 6.28 radians, as is well known. EP-calculation being based on the theory of relativity, we take time dilation coefficient of 1.0328 from there, as in other EP-calculations is often done.
Momentum p is transformed into Lorenz - variant factor 1/L when L = sqrt (1-( v/c )2)
==> time dilation 1.0328 when the speed of light 0.25 c
1d x 2d x time dilation = 1.618
1.25 x 1.25 x 1.0328 = 1.618
1d x 2d x 3d x time dilation = 2
1.25 x 1.25 x 1.25 x 1.0328 = 2
2 x 4.91 m/s2 = 9.82 m/s2 (the doubled free fall in a second)
/ 1.03288 = 4.9 ( m/s )
31.5.2015*10:10 (1136 - 767)