z = -H/g (cosh (gx/H)-1) where z = vertical distance
H = Horizontal component of cable force
g = weight of cable / unit of lenght
x = horizontal distance and dz/dx = -sinh(gx/H) V = - H sinh(gx/H) where V = vertical component of cable force N = H - gz where N = tension force in the cable
The formula for calculating the equation of a catenary curve is y = a*cosh(x/a), where y is the height, x is the horizontal distance, and a is a constant that affects the shape of the curve. The catenary curve is the shape that a hanging flexible chain or cable adopts when supported only at its ends.
The volume of a 1-inch diameter pipe with a length of 1 foot is approximately 0.0137 gallons. This calculation is based on the formula for the volume of a cylindrical pipe (πr^2h) where r is the radius of the pipe (0.5 inches) and h is the length of the pipe in feet.
Reducing a formula simplifies it and makes it easier to work with and understand. It also helps in identifying patterns or relationships among different variables in the formula. Additionally, reducing a formula can save computational resources and speed up calculations.
Relative recovery is calculated by dividing the amount recovered from a process by the theoretical maximum amount that could be recovered. The formula is: (recovered amount / theoretical maximum amount) * 100. This calculation is often used in fields such as chemistry and metallurgy to evaluate the efficiency of a recovery process.
The dish end formula is used to calculate the dimensions of a dish end or dished head, which is a type of pressure vessel closure. The formula helps determine the shape and dimensions of the dish end based on factors such as diameter, knuckle radius, and height. It is commonly used in engineering and manufacturing industries for designing pressure vessels.
Petroleum is a complex mixture of hydrocarbons, primarily composed of alkanes with varying carbon chain lengths. The structural formula of petroleum cannot be represented by a single formula due to its diverse composition. However, it can be generally represented as (CnH2n+2).
The general formula of a catenary is y = a*cosh(x/a) = a/2*(ex/a + e-x/a) cosh is the hyperbolic cosine function
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If: A=Horizontal distance betwen ends (at same height) B=Depth of catenary C=radius of curvature at lowest point L=length along catenary M=Mass per unit length Tm=Tension at ends of catenary To=Tension at lowest point. (Also horizontal component of tension at any point) Then: C=To/M, and B=C(cosh(A/2C)-1)
Formula
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Formula sdr in watershed
Displacement/time
A formula.
The degree is based on the design method and the area of operation. there is no fixed formula for its calculation
It depends on the solid.