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In Fig. 12-51, a uniform plank, with a lengthLof 6.10m and a weight of445N , rests on the ground and against a frictionless roller at the top of a wall of height h=3.05m. The plank remains in equilibrium for any value of θ70° but slips if θ<70°. Find the coefficient of static friction between the plank and the ground.

Short Answer

Expert verified

Coefficient of static friction between plank and ground μ=0.34.

Step by step solution

01

Listing the given quantities

The weight of plank is,W=445N.

The length of the plank is,L=6.10m.

The plank is at height,h=3.05m.

The angle of inclination is,θ=70.

02

Understanding the concept of friction force

To find the coefficient acceleration, use the condition of equilibrium.Using this condition, we can write the equation for the net force and net torque. Solving these equations, we can find the coefficient of friction.

03

Free Body Diagram

HereFf is the frictional force, F is the external/applied force, and FN is the normal force.

04

Calculation of coefficient of static friction between plank and ground  

The net force in the horizontal direction can be written as,

FsinθFf=0Ff=Fsinθ (1)

The net force in the verticle direction can be written as,

FcosθW+FN=0Fcosθ=WFNF=WFNcosθ

(2)

Substitute the value from equation 2 into equation 1, and we get,

Ff=tanθ(WFN) (3)

The equation for the net torque can be written as,

FNdFfhW(dL2cosθ)=0

Substitute the values in the above expression, and we get,

FNdtanθ(WFN)hW(dL2cosθ)=0FN=d(L2)cosθ+htanθd+htanθFN=W(1L2hcos2θsinθ) (4)

Substitute the values in equation 3, and we get,

Ff=WLsin2θcosθ2h(5)

Coefficient of static friction between plank and ground can be written as,

μ=Ff/FN

From equations 4 and 5, substitute the values in the above expression, and we get,

μ=Lsin2θcosθ(2hLsinθcos2θ)

Substitute the values in the above expression, and we get,

μ=6.10×sin270cos70(2×3.056.10sin70cos270)=0.34

Thus, the coefficient of static friction between plank and ground is,.μ=0.34

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Most popular questions from this chapter

A uniform ladder is 10 m long and weighs 200 N . In Fig. 12-78, the ladder leans against a vertical, frictionless wall at heighth=8.0 m above the ground. A horizontal force is applied to the ladder at distance d=2.0 mfrom its base (measured along the ladder).

(a) If force magnitudeF=50 N , what is the force of the ground on the ladder, in unit-vector notation?

(b) IfF=150 N , what is the force of the ground on the ladder, also in unit-vector notation?

(c) Suppose the coefficient of static friction between the ladder and the ground is0.38 for what minimum value of the force magnitude Fwill the base of the ladder just barely start to move toward the wall?

Figure 12-50 shows a 70kgclimber hanging by only the crimp holdof one hand on the edge of a shallow horizontal ledge in a rock wall. (The fingers are pressed down to gain purchase.) Her feet touch the rock wall at distanceH=2.0mdirectly below her crimped fingers but do not provide any support. Her center of mass is distance a=0.20mfrom the wall. Assume that the force from the ledge supporting her fingers is equally shared by the four fingers. What are the values of the(a) horizontal component Fhand (b) vertical component Fvof the force on eachfingertip?

The system in Fig. 12-38 is in equilibrium. A concrete block of mass225kghangs from the end of the uniform strut of mass45.0kg. A cable runs from the ground, over the top of the strut, and down to the block, holding the block in place. For anglesϕ=30.0°andθ=45.0°, find (a) the tension Tin the cable and the (b) horizontal and (c) vertical components of the force on the strut from the hinge.

Figure 12-15 shows three situations in which the same horizontal rod is supported by a hinge on a wall at one end and a cord at its other end. Without written calculation, rank the situations according to the magnitudes of (a) the force on the rod from the cord,

(b) the vertical force on the rod from the hinge, and

(c) the horizontal force on the rod from the hinge, greatest first.

Figure 12-57 shows an approximate plot of stress versus strain for a spider-web thread, out to the point of breaking at a strain of 0.200. The vertical axis scale is set by values a=0.12 GN/m2, b=0.30 GN/m2, and c=0.80 GN/m2 . Assume that the thread has an initial length of 0.80 cm, an initial cross-sectional area of 8.0x10-12 m2, and (during stretching) a constant volume. Assume also that when the single thread snares a flying insect, the insect’s kinetic energy is transferred to the stretching of the thread. (a) How much kinetic energy would put the thread on the verge of breaking? What is the kinetic energy of (b) a fruit fly of mass 6.00 mg and speed 1.70 m/s and (c) a bumble bee of mass 0.388 g and speed 0.420 m/s ? Would (d) the fruit fly and (e) the bumble bee break the thread?

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