USAPhO Guide

F=ma/Rotational Motion

Torque & Static Equilibrium

Torque about a pivot, and solving for unknown forces on rigid bodies that are not moving at all.

Frequent on exams35 min read30 problems

A force is not the whole story

Push on a door right next to its hinge and it barely moves. Push with the same hand, the same effort, out at the handle, and it swings. The force is the same. What changed is where you put it.

That is the gap this lesson closes. Newton's second law tells you how a body accelerates as a whole, and it does not care where on the body you push. But a real object is not a point. A wrench, a ladder, a shelf bracket, a plank across two sawhorses: these things can turn, and whether they turn depends on distance as much as on force. The last lesson, angular kinematics, gave you the language of turning: angle θ\theta, angular velocity ω\omega, angular acceleration α\alpha. Now you need the cause. The cause is called torque.

Torque: force times the distance that counts

Start with the door. You are pushing with force FF at a distance rr from the hinge. Double FF and you clearly double the turning effect. Double rr and experience says you also double it: a long wrench beats a short one by exactly the ratio of their lengths. So the turning effect is proportional to the product rFrF.

But only when you push perpendicular to the door. Push along the door, straight towards the hinge, and nothing turns at all, no matter how hard you shove. So only the component of FF perpendicular to the line from the pivot does any turning. If the force makes an angle θ\theta with that line, the perpendicular component is Fsin⁡θF\sin\theta. Putting the two pieces together:

τ=rFsin⁡θ\tau = rF\sin\theta

This is the torque, symbol τ\tau (the Greek letter tau), measured in newton metres (N·m). Here rr is the distance from the pivot to the point where the force is applied, FF is the size of the force, and θ\theta is the angle between the direction of r⃗\vec r and the direction of F⃗\vec F.

Check the extremes. At θ=90∘\theta = 90^\circ, sin⁡θ=1\sin\theta = 1 and you get the maximum, τ=rF\tau = rF. At θ=0\theta = 0 or 180∘180^\circ, sin⁡θ=0\sin\theta = 0 and the torque vanishes: a force pointing straight at or straight away from the pivot never turns anything.

There is a second way to group the same three numbers, and in practice it is faster. Instead of resolving the force, extend the force's line of action (the infinite straight line the arrow lies along) and measure the perpendicular distance from the pivot to that line. Call it r⊥r_\perp. A little geometry gives r⊥=rsin⁡θr_\perp = r\sin\theta, so

τ=r⊥F\tau = r_\perp F

That perpendicular distance is called the lever arm (or moment arm). Drawing it is often a one-second job on a sketch where computing θ\theta would take a minute. It also makes the zero cases obvious: if the line of action passes through the pivot, the lever arm is zero, and so is the torque.

Figure 1. The same force on the same wrench, applied at different angles. Drag the angle and watch the lever arm, the dashed perpendicular, shrink to nothing at 0 and 180 degrees. Notice that sliding the force along its own line of action does not change the torque at all.

Torque needs a sign, because a body can be turned either way. Pick one sense as positive and stick with it for the whole problem. The standard choice is counterclockwise positive, clockwise negative. Nothing physical depends on the choice; only consistency matters.

Worth remembering

Torque is always torque about a specific point. "The torque of this force" is a meaningless phrase until you say about what pivot. The same 50 N force can have a torque of 25 N·m about one point and zero about another.

Quick check

A 90 N force is applied to a wrench handle pointing directly along the handle, straight at the bolt. What torque does it produce about the bolt?

Pick one option first.

Two conditions for staying put

An object that is not moving and not starting to move must satisfy two separate requirements, and beginners routinely use only the first.

The first is the one you already know. If the centre of mass is not accelerating, the forces must cancel:

∑F⃗=0\sum \vec F = 0

The second is new. If the body is not starting to spin, the torques must cancel too:

∑τ=0\sum \tau = 0

These really are independent. Imagine two equal and opposite forces applied at opposite ends of a rod: one up on the left, one down on the right. The vector sum is exactly zero, so the centre of mass stays put. The rod still spins. That arrangement is called a couple, and it is the proof that force balance alone is not enough.

In two dimensions the two conditions unpack into three scalar equations: ∑Fx=0\sum F_x = 0, ∑Fy=0\sum F_y = 0, and ∑τ=0\sum \tau = 0. Three equations means you can find at most three unknowns. If a problem hands you four unknown forces with no extra condition, it is not hard, it is statically indeterminate, and no amount of cleverness with a rigid body will fix it.

One more fact does most of the work in this topic. If a body is in equilibrium, the net torque about it is zero about every point, not merely about the real hinge. That is not obvious, but it follows quickly: if you shift the pivot by a vector d⃗\vec d, every torque changes by an amount involving d⃗\vec d crossed with the individual force, and those extra terms add up to d⃗\vec d crossed with ∑F⃗\sum \vec F, which is zero. So the total is unchanged.

You are therefore free to put the pivot anywhere you like. Use that freedom ruthlessly: choose the pivot at the point where an unknown you do not care about is applied. That unknown gets a zero lever arm and drops out of the equation entirely.

Weight acts at the centre of mass

Gravity pulls on every atom of an object, so strictly there are millions of tiny forces. For torque purposes you can replace all of them with a single force mgmg acting at the centre of mass. For a uniform bar, plank, ladder or rod, that is the geometric middle.

This one line turns an impossible problem into a one-liner, and forgetting it is the single most common mistake in equilibrium. The weight of a beam is not at the hinge and not at the far end. It is at the middle.

Where this goes wrong

Two errors cost more marks here than everything else combined. First: leaving the object's own weight out because the problem emphasised a hanging load. Second: putting that weight at the wrong point, at the end of a beam, or at the pivot, instead of at the centre of mass. Before you write any equation, mark the centre of mass on your sketch with a dot.

Worked example 1: a plank on two supports

A uniform plank of mass 30 kg30\ \mathrm{kg} and length 5.0 m5.0\ \mathrm{m} rests on supports at each end. A person of mass 70 kg70\ \mathrm{kg} stands 1.5 m1.5\ \mathrm{m} from the left support. Find the force each support pushes up with. Use g=9.8 m/s2g = 9.8\ \mathrm{m/s^2}.

First, the sketch. Four forces: the left support pushes up with NLN_L at x=0x = 0; the right support pushes up with NRN_R at x=5.0 mx = 5.0\ \mathrm{m}; the plank's weight 30×9.8=294 N30 \times 9.8 = 294\ \mathrm{N} pulls down at the middle, x=2.5 mx = 2.5\ \mathrm{m}; the person's weight 70×9.8=686 N70 \times 9.8 = 686\ \mathrm{N} pulls down at x=1.5 mx = 1.5\ \mathrm{m}.

You want NRN_R, so take torques about the left support, where NLN_L has zero lever arm. Everything here acts vertically on a horizontal plank, so each lever arm is just the horizontal distance. Counting counterclockwise as positive, the upward NRN_R at the right turns the plank counterclockwise about the left end, and the two weights turn it clockwise:

NR(5.0)−(294)(2.5)−(686)(1.5)=0N_R(5.0) - (294)(2.5) - (686)(1.5) = 0

5.0 NR=735+1029=17645.0\,N_R = 735 + 1029 = 1764

NR=17645.0=352.8 NN_R = \frac{1764}{5.0} = 352.8\ \mathrm{N}

Now the vertical force balance gives the other one for free:

NL+NR=294+686=980 NN_L + N_R = 294 + 686 = 980\ \mathrm{N}

NL=980−352.8=627.2 NN_L = 980 - 352.8 = 627.2\ \mathrm{N}

Sanity check: the person stands nearer the left support, so the left support should carry more. It does. Notice also that you could have found NLN_L by taking torques about the right support instead, and got the same number: a free way to check your arithmetic.

This also runs in reverse. If a beam of unknown shape sits on two scales 4.0 m4.0\ \mathrm{m} apart reading 180 N180\ \mathrm{N} and 300 N300\ \mathrm{N}, the total weight is 480 N480\ \mathrm{N}, and torques about the left scale give 480 x=300×4.0480\,x = 300 \times 4.0, so the centre of mass sits at x=1200/480=2.5 mx = 1200/480 = 2.5\ \mathrm{m} from the left end. Scales locate the centre of mass.

Figure 2. The free body diagram for that plank, with every force drawn where it acts. Slide the person and watch the two support readings trade off; when the person stands directly over a support, the other one carries only half the plank's weight.

Quick check

A uniform beam is held by supports at A and B. Which pivot choice gives you the force at A in a single equation?

Pick one option first.

Worked example 2: a boom with a cable, and the hinge force

A uniform horizontal boom weighing 180 N180\ \mathrm{N} and 4.0 m4.0\ \mathrm{m} long is hinged to a wall at its left end. A cable runs from the far end up to the wall, making 40∘40^\circ with the boom. A 320 N320\ \mathrm{N} load hangs from the far end. Find the horizontal component of the force the hinge exerts.

The hinge force is an unknown in both magnitude and direction, so write it as two components, HxH_x and HyH_y. That is three unknowns in total with the cable tension TT, and you have exactly three equations.

Take torques about the hinge. Both hinge components vanish there. The cable pulls at 40∘40^\circ at a distance 4.0 m4.0\ \mathrm{m}, so its torque is T(4.0)sin⁡40∘T(4.0)\sin 40^\circ, counterclockwise. The boom's weight acts down at 2.0 m2.0\ \mathrm{m}, and the load acts down at 4.0 m4.0\ \mathrm{m}, both clockwise:

T(4.0)sin⁡40∘−(180)(2.0)−(320)(4.0)=0T(4.0)\sin 40^\circ - (180)(2.0) - (320)(4.0) = 0

sin⁡40∘=0.6428\sin 40^\circ = 0.6428, so 4.0×0.6428=2.5714.0 \times 0.6428 = 2.571:

2.571 T=360+1280=16402.571\,T = 360 + 1280 = 1640

T=16402.571=637.9 NT = \frac{1640}{2.571} = 637.9\ \mathrm{N}

Now horizontal forces. The cable pulls the boom's far end back towards the wall, with horizontal component Tcos⁡40∘T\cos 40^\circ. The only other horizontal force is the hinge, so it must pull the other way with the same size:

Hx=Tcos⁡40∘=637.9×0.766=488.6 NH_x = T\cos 40^\circ = 637.9 \times 0.766 = 488.6\ \mathrm{N}

Note how big that is: larger than either the boom's weight or the load. A shallow cable angle forces an enormous tension, and the hinge has to match its horizontal pull. That is why brackets pull out of walls.

Worked example 3: the ladder

This is the standard hard problem, and once you have done one you have done them all.

A uniform ladder of mass 15 kg15\ \mathrm{kg} and length 5.0 m5.0\ \mathrm{m} leans at 65∘65^\circ to the horizontal against a frictionless wall. The coefficient of static friction with the floor is μs=0.40\mu_s = 0.40. How far up can a 75 kg75\ \mathrm{kg} person climb before the ladder slips?

Four forces act. The wall is frictionless, so it can only push horizontally: call that NwN_w, at the top. The floor pushes up with NfN_f and rubs horizontally with friction ff, both at the bottom. The ladder's weight 15g=147 N15g = 147\ \mathrm{N} acts at the middle, 2.5 m2.5\ \mathrm{m} along. The person's weight 75g=735 N75g = 735\ \mathrm{N} acts at distance dd along the ladder, which is what you want.

Vertical balance: the floor carries everything, since the wall pushes horizontally only.

Nf=147+735=882 NN_f = 147 + 735 = 882\ \mathrm{N}

Horizontal balance: friction is the only thing opposing the wall's push, so f=Nwf = N_w.

At the point of slipping, friction is at its maximum:

fmax⁡=μsNf=0.40×882=352.8 Nf_{\max} = \mu_s N_f = 0.40 \times 882 = 352.8\ \mathrm{N}

so Nw=352.8 NN_w = 352.8\ \mathrm{N} at that instant.

Now take torques about the foot of the ladder, killing both NfN_f and ff at once. For the wall force at the top, the height is Lsin⁡65∘L\sin 65^\circ, and the force is horizontal, so the lever arm is that height. For the weights, which point down, the lever arm is the horizontal distance out from the foot: 2.5cos⁡65∘2.5\cos 65^\circ for the ladder, dcos⁡65∘d\cos 65^\circ for the person. With sin⁡65∘=0.9063\sin 65^\circ = 0.9063 and cos⁡65∘=0.4226\cos 65^\circ = 0.4226:

Nw(5.0)(0.9063)=(147)(2.5)(0.4226)+(735) d (0.4226)N_w (5.0)(0.9063) = (147)(2.5)(0.4226) + (735)\,d\,(0.4226)

Left side: 352.8×4.532=1598.8352.8 \times 4.532 = 1598.8. First term on the right: 147×1.0566=155.3147 \times 1.0566 = 155.3. So

1598.8−155.3=735×0.4226×d=310.6 d1598.8 - 155.3 = 735 \times 0.4226 \times d = 310.6\,d

d=1443.5310.6=4.65 md = \frac{1443.5}{310.6} = 4.65\ \mathrm{m}

The person can climb about 4.6 m4.6\ \mathrm{m} up a 5.0 m5.0\ \mathrm{m} ladder before it goes. Climb further and the required friction exceeds what the floor can supply.

The same setup answers the other classic question. Take the empty ladder: mass mm, length LL, angle ϕ\phi. Then Nf=mgN_f = mg, f=Nwf = N_w, and torques about the foot give NwLsin⁡ϕ=mg(L/2)cos⁡ϕN_w L\sin\phi = mg(L/2)\cos\phi, so Nw=12mgcot⁡ϕN_w = \tfrac{1}{2}mg\cot\phi. The required friction coefficient is

μmin⁡=fNf=Nwmg=12cot⁡ϕ\mu_{\min} = \frac{f}{N_f} = \frac{N_w}{mg} = \frac{1}{2}\cot\phi

Everything cancels: not the mass, not the length. At ϕ=60∘\phi = 60^\circ, cot⁡60∘=0.5774\cot 60^\circ = 0.5774, so μmin⁡=0.2887\mu_{\min} = 0.2887. Run it the other way and tan⁡ϕ=1/(2μ)\tan\phi = 1/(2\mu) gives the shallowest angle a given floor will hold. With μ=0.30\mu = 0.30: tan⁡ϕ=1.667\tan\phi = 1.667, ϕ=59.0∘\phi = 59.0^\circ. With μ=0.50\mu = 0.50: tan⁡ϕ=1.0\tan\phi = 1.0, ϕ=45∘\phi = 45^\circ exactly.

Figure 3. Ladder lab. Drag the angle down and watch the required friction climb; the readout turns to a warning the moment the floor cannot supply it. Try to confirm that the critical angle depends only on the coefficient, not on the ladder's mass or length.

Quick check

For a uniform ladder against a frictionless wall, doubling the ladder's mass changes the minimum floor friction coefficient how?

Pick one option first.

Tipping, and the edge of the base

A crate does not need to slide to fall over. It can tip. Both failures come out of the same two equilibrium conditions, and which one happens first is a comparison.

An object tips about the edge of its base that it is rotating over. Right at the tipping point, the whole normal force has migrated to that edge and the weight's line of action passes exactly through it. So: an object is on the verge of tipping when its centre of mass is directly above the edge of its base.

That solves the plank question immediately. A uniform 4.0 m4.0\ \mathrm{m} plank on a single support tips when its centre of mass, at the 2.0 m2.0\ \mathrm{m} mark, passes the support, so it can hang over by 2.0 m2.0\ \mathrm{m}.

Now the comparison. Take a uniform cube of side aa and weight WW on a floor with coefficient μs\mu_s, pushed horizontally with force PP at the top edge. Sliding starts when P=μsWP = \mu_s W. Tipping starts when the torque about the front bottom edge balances: the push acts at height aa, the weight at horizontal distance a/2a/2 from that edge, so Pa=W(a/2)Pa = W(a/2), giving P=W/2P = W/2. The two thresholds are equal when μsW=W/2\mu_s W = W/2, that is μs=0.5\mu_s = 0.5. Below that the crate slides first; above it, it tips.

Stacking uses the same centre-of-mass rule repeatedly. With identical bricks of length ℓ\ell at a table edge, the top brick may overhang the one below it by ℓ/2\ell/2. That pair, treated as one body, has its centre of mass ℓ/4\ell/4 from the edge of the second brick, so it may overhang by ℓ/4\ell/4. The three-brick group gives ℓ/6\ell/6, and so on. Four bricks of length 0.20 m0.20\ \mathrm{m} give a total overhang of

ℓ2+ℓ4+ℓ6=0.10+0.05+0.0333=0.1833 m\frac{\ell}{2} + \frac{\ell}{4} + \frac{\ell}{6} = 0.10 + 0.05 + 0.0333 = 0.1833\ \mathrm{m}

beyond the edge of the bottom brick, and the bottom brick itself can be pushed ℓ/8=0.025 m\ell/8 = 0.025\ \mathrm{m} past the table, for 0.2083 m0.2083\ \mathrm{m} in total. The series never converges, which is why you can in principle overhang a table by any distance you like with enough bricks.

Worth remembering

Symmetric hanging loads split by geometry, not by torque. A picture of weight WW on two wires each at angle α\alpha to the horizontal has, by vertical balance, 2Tsin⁡α=W2T\sin\alpha = W, so T=W/(2sin⁡α)T = W/(2\sin\alpha). For a 40 N picture at 25 degrees, T=40/(2×0.4226)=47.3 NT = 40/(2 \times 0.4226) = 47.3\ \mathrm{N}: more than the whole weight of the picture, in each wire. Shallow angles are expensive.

How to know this is the problem type

Reach for torque and static equilibrium when the problem has all three of these marks:

  • Nothing is moving, or something is on the verge of moving. Words like "at rest", "just about to slip", "maximum load before", "minimum angle".
  • The object has extent, and forces act at different places on it. A beam, a ladder, a plank, a bracket, a crate, a wrench. If everything acts at a single point, plain force balance is enough and there is no torque to write.
  • You are asked for a force or a distance, not a speed or a time. Support reactions, hinge forces, cable tensions, how far along, how far up, what angle.

The procedure is always the same four steps. Draw the body alone and mark every force at the point where it acts, including the weight at the centre of mass. Choose the pivot at whichever unknown you want gone. Write ∑τ=0\sum \tau = 0 about that pivot and solve. Then, if you need more, use ∑Fx=0\sum F_x = 0 and ∑Fy=0\sum F_y = 0 to mop up the rest. When a problem says "on the verge of slipping", add the single extra fact f=μsNf = \mu_s N; when it says "on the verge of tipping", add instead that the normal force sits at the edge.

Everything so far has been about bodies that refuse to turn. Next you take the brakes off and ask what happens when the torques do not cancel, which means asking how hard a given body is to spin up, and that is moment of inertia.

Problems

Work these on paper, then check your answer here.

1.

Torque from a wrench

EasyWritten for this guidetorque

A mechanic pushes perpendicular to a wrench with 180 N180\ \mathrm{N} at a distance 0.25 m0.25\ \mathrm{m} from the bolt. What torque does he apply, in N·m?

N m
2.

Torque at an angle

EasyWritten for this guidetorqueangle

A 60 N60\ \mathrm{N} force is applied at 0.40 m0.40\ \mathrm{m} from a hinge, at 50∘50^\circ to the door. What is the torque about the hinge, in N·m?

N m
3.

Seesaw balance

EasyWritten for this guideequilibrium

A 25 kg25\ \mathrm{kg} child sits 1.6 m1.6\ \mathrm{m} left of a seesaw pivot. How far right must a 20 kg20\ \mathrm{kg} child sit to balance, in m?

m
4.

Two forces on a rod

EasyWritten for this guidenet torque

A rod pivots at its center. A 30 N30\ \mathrm{N} downward force acts 0.50 m0.50\ \mathrm{m} to the right and a 40 N40\ \mathrm{N} downward force acts 0.30 m0.30\ \mathrm{m} to the left. What is the magnitude of the net torque, in N·m?

N m
5.

Force along the lever arm

EasyWritten for this guidetorque

A force of 90 N90\ \mathrm{N} is applied to a wrench handle pointing directly along the handle, toward the bolt. What torque does it produce, in N·m?

N m
6.

Uniform beam on two supports

EasyWritten for this guideequilibrium

A uniform 40 kg40\ \mathrm{kg} beam 6.0 m6.0\ \mathrm{m} long rests on supports at both ends. What upward force does each support provide, in N?

N
7.

Weight of a hanging sign

EasyWritten for this guideequilibrium

A uniform horizontal rod is hinged at the wall and held by a vertical cable at its far end. The rod weighs 120 N120\ \mathrm{N} and is 2.0 m2.0\ \mathrm{m} long. What is the cable tension, in N?

N
8.

Tipping point

EasyWritten for this guideequilibriumtipping

A uniform plank of length 4.0 m4.0\ \mathrm{m} rests on a support. How far past the support can its end extend before it tips (with no other load), in m?

m
9.

Torque as a vector magnitude

EasyWritten for this guidetorquecross product

A force F⃗=(0,25) N\vec F = (0, 25)\ \mathrm{N} acts at position r⃗=(0.60,0) m\vec r = (0.60, 0)\ \mathrm{m} from the axis. What is the magnitude of the torque, in N·m?

N m
10.

Bolt torque spec

EasyWritten for this guidetorque

A bolt requires 95 N m95\ \mathrm{N\,m} of torque. Using a 0.38 m0.38\ \mathrm{m} wrench held perpendicular, what force is needed, in N?

N
11.

Plank with a person on it★

NormalWritten for this guideequilibriumsupports

A uniform 30 kg30\ \mathrm{kg} plank 5.0 m5.0\ \mathrm{m} long rests on supports at each end. A 70 kg70\ \mathrm{kg} person stands 1.5 m1.5\ \mathrm{m} from the left support. What upward force does the right support provide, in N?

N
12.

Left support force

NormalWritten for this guideequilibrium

For the same 5.0 m5.0\ \mathrm{m}, 30 kg30\ \mathrm{kg} plank on end supports with a 70 kg70\ \mathrm{kg} person 1.5 m1.5\ \mathrm{m} from the left end, what force does the left support provide, in N?

N
13.

Ladder against a smooth wall

NormalWritten for this guideladderfriction

A uniform 12 kg12\ \mathrm{kg} ladder leans at 60∘60^\circ to the horizontal against a frictionless wall. What is the horizontal force the wall exerts, in N?

N
14.

Minimum friction for the ladder

NormalWritten for this guideladderfriction

For a uniform ladder leaning at 60∘60^\circ against a frictionless wall, what is the minimum coefficient of static friction at the floor? (Give the pure number.)

dimensionless
15.

Boom and cable

NormalWritten for this guideequilibriumcable

A uniform 200 N200\ \mathrm{N} horizontal boom 3.0 m3.0\ \mathrm{m} long is hinged at a wall, and a cable from its far end to the wall makes 35∘35^\circ with the boom. A 400 N400\ \mathrm{N} load hangs at the far end. What is the cable tension, in N?

N
16.

Hinge force on a shelf

NormalWritten for this guideequilibrium

A uniform 8.0 kg8.0\ \mathrm{kg} shelf 0.60 m0.60\ \mathrm{m} deep is hinged at the wall and supported by a vertical wire at its outer edge. What is the vertical force at the hinge, in N?

N
17.

Rod held by two wires

NormalWritten for this guideequilibrium

A nonuniform 5.0 kg5.0\ \mathrm{kg} rod 2.0 m2.0\ \mathrm{m} long hangs from two vertical wires at its ends. The left wire has tension 18 N18\ \mathrm{N}. How far from the left end is the rod's center of mass, in m?

m
18.

Wheel over a curb

NormalWritten for this guidetorquegeometry

A wheel of radius 0.35 m0.35\ \mathrm{m} and weight 250 N250\ \mathrm{N} must be pulled over a curb 0.10 m0.10\ \mathrm{m} high by a horizontal force applied at the axle. What is the minimum force, in N?

N
19.

Traffic light on a strut

NormalWritten for this guideequilibrium

A 150 N150\ \mathrm{N} traffic light hangs from the end of a horizontal 2.5 m2.5\ \mathrm{m} massless strut hinged to a pole and supported by a cable at 30∘30^\circ above the strut, attached at the far end. What is the cable tension, in N?

N
20.

Two children and a plank

NormalWritten for this guideequilibrium

A uniform 10 kg10\ \mathrm{kg} plank 3.0 m3.0\ \mathrm{m} long is pivoted 1.0 m1.0\ \mathrm{m} from its left end. A 20 kg20\ \mathrm{kg} child sits at the left end. What mass at the right end balances the plank, in kg?

kg
21.

Torque about different points

NormalWritten for this guidetorquereference point

Two equal and opposite 12 N12\ \mathrm{N} forces form a couple, separated by 0.40 m0.40\ \mathrm{m}. What is the magnitude of the net torque about any point, in N·m?

N m
22.

Weightlifter's forearm

NormalWritten for this guidebiomechanicsequilibrium

A biceps attaches 0.050 m0.050\ \mathrm{m} from the elbow and holds a 6.0 kg6.0\ \mathrm{kg} weight in the hand, 0.35 m0.35\ \mathrm{m} from the elbow. Neglecting the forearm's weight, what muscle force is required, in N?

N
23.

Ladder with a climber★

HardWritten for this guideladderfriction

A uniform 15 kg15\ \mathrm{kg} ladder of length 5.0 m5.0\ \mathrm{m} leans at 65∘65^\circ against a frictionless wall, with μs=0.40\mu_s = 0.40 at the floor. How far up the ladder can a 75 kg75\ \mathrm{kg} person climb before it slips, in m?

m
24.

Leaning ladder at the critical angle

HardWritten for this guideladder

A uniform ladder rests against a frictionless wall with μs=0.30\mu_s = 0.30 at the floor. What is the smallest angle with the horizontal at which it can stand, in degrees?

degrees
25.

Tipping versus sliding★

HardWritten for this guidetippingfriction

A uniform cube-shaped crate 0.80 m0.80\ \mathrm{m} on a side sits on a floor with μs=0.65\mu_s = 0.65. A horizontal push is applied at the top edge and slowly increased. What value of μs\mu_s would make tipping and sliding begin at exactly the same push? (Give the pure number.)

dimensionless
26.

Nonuniform beam on two scales

HardWritten for this guideequilibrium

A 4.0 m4.0\ \mathrm{m} beam rests on scales at its two ends. The left scale reads 180 N180\ \mathrm{N} and the right reads 300 N300\ \mathrm{N}. How far from the left end is the beam's center of mass, in m?

m
27.

Hanging picture on two wires

HardWritten for this guideequilibrium2D

A 40 N40\ \mathrm{N} picture hangs from two wires attached to its top corners; each makes 25∘25^\circ with the horizontal. What is the tension in each wire, in N?

N
28.

Strut with a hinge force

HardWritten for this guideequilibriumhinge

A uniform 180 N180\ \mathrm{N} horizontal boom 4.0 m4.0\ \mathrm{m} long is hinged at a wall and held by a cable at 40∘40^\circ attached to its far end; a 320 N320\ \mathrm{N} load hangs at the far end. What is the horizontal component of the hinge force, in N?

N
29.

Rod against a rough wall and floor

Very HardWritten for this guideequilibriumfriction

A uniform rod leans in a corner between a rough floor (μ=0.50\mu = 0.50) and a frictionless vertical wall. What is the minimum angle from the horizontal at which it can rest, in degrees?

degrees
30.

Stack of bricks maximum overhang★

Very HardWritten for this guideequilibriumstacking

Four identical uniform bricks of length 0.20 m0.20\ \mathrm{m} are stacked at a table edge for maximum overhang. What is the total overhang beyond the edge, in m?

m