Possibly Useful Information (bold indicates a vector) v = vo + a t x = vot + ½ a t2 v2 = vo2 + 2 a x 1 in = 2.54 cm W=mg g = 9.8 m/s2 fk = k n fs s n sin θ = opposite/hyp cos θ = adjacent/hyp tan θ = opposite/adj a 2 + b2 = c 2 1 kg = 2.2 pounds 1 m = 3.28 ft quadratic: ax2+bx+c=0 Newton’s 1st Law: Newton’s 2nd Law: x=(-b(b2-4ac)^½)/2a Every object continues in its state of rest, or of constant speed in a straight line, until a nonzero net force acts on it. net F = m a Newton’s 3rd Law: When one object exerts a force on a second object, the second object exerts an equal and opposite force on the first object. ************************************************************************* Work = 𝐹|| ∆𝑥 = (component of force in the direction of displacement) (displacement) Kinetic Energy: KE = ½ m v2 Work-Energy Theorem Power = Work/time 𝑊𝑛𝑒𝑡 = 𝑊𝑛𝑐 + 𝑊𝑐 = ∆𝐾𝐸 Gravitational Potential Energy: Work done by gravity: GPE = mgy where y is vertical position 𝑊𝑔 = −∆𝐺𝑃𝐸 Wnc + KEi + PEi = KEf + PEf where Wnc is work done by frictional forces KEi + PEi = KEf + PEf if there is no friction Momentum: p = m v I (impulse) = change in momentum = F Δt Conservation of momentum: m1v1i + m2v2i = m1v1f + m2v2f Elastic collision: v1i-v2i = -(v1f-v2f) Perfectly inelastic collision: m1v1i + m2v2i = (m1+ m2)vf ************************************************************************* θ=s/r ω = ∆θ/∆t α = ∆ω/∆t v=rω aT = r α aC = v2/r = r ω2 θ = ωot + ½ α t2 ω = ωo + α t G = 6.673x10-11 N m2/kg2 1 revolution = 2π radians F = G m1m2/r2 L=Iω ω 2 = ω o2 + 2 α θ PEEarth = -G ME m/r KErot = ½ I ω 2 τ = r F⏊ ME = 5.972 x 1024 kg τnet = I α = ∆L/∆t I = Σmr2 KERi + KETi +PEi = KERf + KETf + PEf Conservation of angular momentum: Li = Lf ρ = M/V P = F/A stress=elastic modulus x strain F/A = S∆x/h (shear modulus) F/A = Y ∆L/L0 (Young’s modulus) ∆P = -B ∆V/V (bulk modulus) density of fresh water = 1.00 x 103 kg/m3 Area of a circle = πr2 P = P0 + ρgh B = ρVg P1 + ½ ρv12 + ρgy1 = P2 + ½ ρv22 + ρgy2 A1v1 = A2v2 TC = T – 273.15 TF = 9/5 TC + 32 ∆L = α L0 ∆T ∆A = γ A0 ∆T ∆V = β V0 ∆T
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