Friction and Wedges

Introduction

Friction always acts tangent to the surface an object is sliding on.

Types of Friction Problems:

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  1. No impending motion

    1. Equations:

      1. Force of Static Friction: F s = μ s N F_{s} = \mu_{s}N , where μ s = \ \mu_{s} = coefficient of static friction

      2. Angle of Static Friction: Φ s = tan ⁡ − 1 F s N = tan ⁡ − 1 μ s N N = tan ⁡ − 1 μ s \Phi_{s} = \tan^{- 1}\frac{F_{s}}{N} = \tan^{- 1}\frac{\mu_{s}N}{N} = \tan^{- 1}\mu_{s}

    2. Solved using Equilibrium Equations

    3. Friction is obtained using F s ≤ μ s N F_{s} \leq \mu_{s}N

  2. Impending Motion

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    1. Equations:

    2. Force of Static Friction: F k = μ k N F_{k} = \mu_{k}N , where μ k = \mu_{k} = coefficient of kinetic friction

    3. Solve using:

      1. F s = μ s N F_{s} = \mu_{s}N for impending motion

      2. F k = μ s N F_{k} = \mu_{s}N for slipping motion

Wedges

Wedges are simple machines that transform an applied load into a large load, or can adjust heavy loads.

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Steps for Solving

  • Draw a FBD and label friction forces as unknowns.

  • Solve for equilibrium equations, knowing that normal force is perpendicular to the surface and weight acts straight down.

  • You cannot always assume that F = μ N F = \mu N you wouldn’t know if the object slips or tips. If it is given, then you can solve the equation.

Example 1: Problem 8-5

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The automobile has a mass of 2 Mg and center of mass at G. Determine the towing force F required to move the car if the back brakes are locked, and the front wheels are free to roll. Take μ s = 0.3 \mu_{s} = 0.3 .

↺ Σ M A = 0 ; \circlearrowleft\Sigma M_{A} = 0;

0 = − F ( − 0.3 m ⋅ c o s ( 30 ) + 0.75 m ⋅ s i n ( 30 ) ) − 19.62 k N ⋅ 1 m + N B ⋅ 2.5 m 0 = - F( - 0.3m \cdot cos(30) + 0.75m \cdot sin(30)) - 19.62kN \cdot 1m + N_{B} \cdot 2.5m

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⇒ N B = 0.046 F + 7.848 k N \Rightarrow N_{B} = 0.046F + 7.848kN

f b = μ s N B ⇒ f B = 0.3 ( 0.046 F + 7.848 k N ) f_{b} = \mu_{s}N_{B} \Rightarrow f_{B} = 0.3(0.046F + 7.848kN)

→ Σ F x = 0 ; \rightarrow \Sigma F_{x} = 0;

− F c o s 30 + 0.3 ( 0.046 F + 7.848 k N ) ⇒ F = 2.76 k N = 0 - Fcos30 + 0.3(0.046F + 7.848kN) \Rightarrow F = 2.76kN = 0

Example 2: Problem 8-58

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The blocks each have a weight of 50 lb. If the coefficient of static friction at A is

μ s = 0.2 \mu_{s} = 0.2 and between each block μ ′ s = 0.4 {\mu'}_{s} = 0.4 , determine how many blocks can be stacked as shown before they begin to topple.

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Φ = tan ⁡ − 1 ( μ ′ s ) \Phi = \tan^{- 1}({{\mu'}_{s})}_{}

Φ = tan ⁡ − 1 ( 0.4 ) ⇒ Φ = 21.8 \Phi = \tan^{- 1}(0.4) \Rightarrow \Phi = 21.8

Since Φ < 21.8 \Phi < 21.8 , an unlimited number of blocks can be stacked.