7.6 Applications to Physics and Engineering Objectives: Three applications: 1. Work 2. Hydrostatic Pressure and Force 3. Moments and Centers of Mass 1. Work Recall: Work = _________________ (this assumes force is constant) What happens if force is a variable? Suppose an object moves along the x-axis in the positive direction from x = a to x = b and at each point x between a and b a force f(x) acts on the object where f(x) is continuous. Recall Hooke’s Law: The force required to maintain a spring stretched x units beyond its natural length is proportional to x. Ex: A spring has a natural length of 20cm. If a 25-N force is required to keep it stretched to a length of 30cm, how much work is required to stretch it from 20cm to 25cm? (Note: Newton: N = kg m / s 2 1cm = 0.01 m Joule: J = N-m (Newton-meter) ) Ex: A cable that weight 2 lb/ft is used to lift 800 lbs of coal up a mine shaft 500 ft deep. Find the work done. 2. Hydrostatic Pressure and Force Drop a thin horizontal plate with area A square meters in a fluid of density ρ kg/m 3 at a depth d meters. • The fluid directly above the plate has volume V = Ad • Mass: m = ρV = ρAd • Force: F = mg = ρAdg , where g is acceleration due to gravity. • Define pressure: P = F / A = ρdg (force area per unit), measured in pascals = N/m2 Recall: At any point in a liquid the pressure is the same in all directions. • P = ρdg = δd • We can use this to help us determine the hydrostatic force against a vertical plate (or wall or dam) in a fluid. (* not easy: pressure is not constant, but increases as depth increases) Ex: A large tank is designed with ends in the shape of the 1 2 region between the curves y = x and y = 12 , measured 2 in feet. Find the hydrostatic force on the end of one end of the tank if it is filled to a depth of 8 ft with gasoline. (assume the gasoline’s density is 42 lb/ft3) 3. Moments and Centers of Mass Defn: The center of mass is the point on which a thin plate of any given shape balances horizontally. Consider two masses m1 and m2 attached to a rod of negligible mass on opposite sides of a fulcrum, at distance d1 and d 2 . The rod will balance if m1d1 = m2 d 2 (Law of the Lever). Now suppose that the rod lies along the x-axis with m1 at x1 and m2 at x2 , and the center of mass at x . x2 d1 = x − x1 and d 2 = x2 − x m1d1 = m2 d 2 m1 ( x − x1 ) = m2 ( x2 − x ) Solve for x Defn: The numbers m1 x1 and m2 x2 are called the moments of the masses m1 and m2 (with respect to the origin). In general, if we have a system of n particles with masses m1 , ..., mn located at the points x1 , ..., xn on the x-axis, the center of mass of the system is located at: n Defn: the sum of the individual moments M = ∑ mi xi is i =1 call the moment of the system about the origin. Now move to two-dimension: consider a system of n particles with masses m1 , ..., mn located at the points ( x1 , y1 ), ..., ( xn , yn ) in the xy-plane. Defn: the moment of the system about the y-axis is n M y = ∑ mi xi , and the moment of the system about the xi =1 n axis is M x = ∑ mi yi . (to be continued) i =1
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