Vector Mechanics for Engineers: Statics and Dynamics
Vector Mechanics for Engineers: Statics and Dynamics
12th Edition
ISBN: 9781259977251
Author: BEER
Publisher: MCG
bartleby

Concept explainers

bartleby

Videos

Question
Book Icon
Chapter 10.2, Problem 10.80P
To determine

Find three values of θ corresponding to equilibrium and check whether the equilibrium is stable, unstable, or neutral.

Expert Solution & Answer
Check Mark

Answer to Problem 10.80P

The value of θ for equilibrium is θ=9.39°;θ=34.2°;θ=90°_.

The equilibrium is stableforθ=9.39°_.

The equilibrium is unstableforθ=34.2°_.

The equilibrium is stableforθ=90°_.

Explanation of Solution

Given information:

The weight of the slender rod AB is W=300lb.

The length of the slender rod AB is l=16in..

The spring constant is k=75lb/in..

Calculation:

The spring is unstretched when AB is horizontal.

Show the free-body diagram of the arrangement as in Figure 1.

Vector Mechanics for Engineers: Statics and Dynamics, Chapter 10.2, Problem 10.80P

Find the elongation of the spring s using the relation.

s=(lsinθ+lcosθ)l=l(sinθ+cosθ1)

Here, the length of the slender rod AB is l.

Find the potential energy (V) using the relation;

V=Vs+Vg=12ks2+W(l2sinθ)=12k(l(sinθ+cosθ1))2Wl2sinθ=12kl2(sinθ+cosθ1)2Wl2sinθ

Differentiate the equation;

dVdθ=kl2(sinθ+cosθ1)(cosθsinθ)Wl2cosθ (1)

Here, the weight of the slender rod AB and the spring constant is k.

Differentiate the Equation (1).

d2Vdθ2=kl2[(cosθsinθ)(cosθsinθ)+(sinθ+cosθ1)(sinθcosθ)]+Wl2sinθ=kl2[cos2θsinθcosθsinθcosθ+sin2θsin2θsinθcosθ+sinθsinθcosθcos2θ+cosθ]+Wl2sinθ=kl2[4sinθcosθ+sinθ+cosθ]+Wl2sinθ=kl2[2sin2θ+sinθ+cosθ]+Wl2sinθ (2)

Equate the Equation (1) to zero for equilibrium.

dVdθ=0kl2(sinθ+cosθ1)(cosθsinθ)Wl2cosθ=0cosθ[kl(sinθ+cosθ1)(1tanθ)W2]=0kl(sinθ+cosθ1)(1tanθ)=W2;cosθ=0

Substitute 300 lb for W, 75lb/in. for k, and 16 in. for l.

75×16×(sinθ+cosθ1)(1tanθ)=3002(sinθ+cosθ1)(1tanθ)=0.125

Solve the equation by trial and error procedure.

θ=9.39°;θ=34.2°;forkl(sinθ+cosθ1)(1tanθ)=W2θ=90°;forcosθ=0

Therefore, the value of θ for equilibrium is θ=9.39°;θ=34.2°;θ=90°_.

For θ=9.39°;

Substitute 300 lb for W, 75lb/in. for k, 16 in. for l, and 9.39° for θ in Equation (2).

d2Vdθ2=75×162×[2sin2(9.39°)+sin9.39°+cos9.39°]+300×162sin9.39°=19,200[2sin2(9.39°)+sin9.39°+cos9.39°]+2,400sin9.39°=10,104.54lbin.>0,stable

Therefore, the equilibrium is stableforθ=9.39°_.

For θ=34.2°;

Substitute 300 lb for W, 75lb/in. for k, 16 in. for l, and 34.2° for θ in Equation (2).

d2Vdθ2=75×162×[2sin2(34.2°)+sin34.2°+cos34.2°]+300×162sin34.2°=19,200[2sin2(34.2°)+sin34.2°+cos34.2°]+2,400sin34.2°=7,682.5lbin.<0,unstable

Therefore, the equilibrium is unstableforθ=34.2°_.

For θ=90°;

Substitute 300 lb for W, 75lb/in. for k, 16 in. for l, and 90° for θ in Equation (2).

d2Vdθ2=75×162×[2sin2(90°)+sin90°+cos90°]+300×162sin90°=19,200[2sin2(90°)+sin90°+cos90°]+2,400sin90°=21,600lbin.>0,stable

Therefore, the equilibrium is stableforθ=90°_.

Want to see more full solutions like this?

Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
Students have asked these similar questions
Rod AB is attached to a block at A that can slide freely in the vertical slot shown. Neglecting the effect of friction and the weights of the rods, determine the value of θ corresponding to equilibrium.Fig. P10.25
Solve Prob. 10.108 assuming that the 24-lb load is applied at C instead of E.(Reference to Problem 10.108):Two identical rods ABC and DBE are connected by a pin at B and by a spring CE . Knowing that the spring is 4 in. long when unstretched and that the constant of the spring is 8 lb/in., determine the distance x corresponding to equilibrium when a 24-lb load is applied at E as shown.
A collar B with a weight of W can move freely along the vertical rod shown. The constant of the spring is k , and the spring is unstretched when 0 = 0. (a) Derive an equation in 0, w, k, and 1 that must be satisfied when the collar is in equilibrium. (b) Knowing that W = 300 N, 1 = 500 mm, and k = 800 N/m, determine the value of 0 corresponding to equilibrium.

Chapter 10 Solutions

Vector Mechanics for Engineers: Statics and Dynamics

Ch. 10.1 - Solve Prob. 10.10, assuming that the force P...Ch. 10.1 - Prob. 10.12PCh. 10.1 - Prob. 10.13PCh. 10.1 - Prob. 10.14PCh. 10.1 - Prob. 10.15PCh. 10.1 - 10.15 and 10.16 Derive an expression for the...Ch. 10.1 - Prob. 10.17PCh. 10.1 - Prob. 10.18PCh. 10.1 - Prob. 10.19PCh. 10.1 - Prob. 10.20PCh. 10.1 - Prob. 10.21PCh. 10.1 - A couple M with a magnitude of 100 Nm isapplied as...Ch. 10.1 - Rod AB is attached to a block at A that can...Ch. 10.1 - Solve Prob. 10.23, assuming that the 800-N force...Ch. 10.1 - In Prob. 10.9, knowing that a = 42 in., b = 28...Ch. 10.1 - Determine the value of corresponding to...Ch. 10.1 - Prob. 10.27PCh. 10.1 - Determine the value of corresponding to...Ch. 10.1 - Prob. 10.29PCh. 10.1 - Two rods AC and CE are connected by a pin at Cand...Ch. 10.1 - Solve Prob. 10.30 assuming that force P is movedto...Ch. 10.1 - Prob. 10.32PCh. 10.1 - Prob. 10.33PCh. 10.1 - Prob. 10.34PCh. 10.1 - Prob. 10.35PCh. 10.1 - Prob. 10.36PCh. 10.1 - Prob. 10.37PCh. 10.1 - Prob. 10.38PCh. 10.1 - Prob. 10.39PCh. 10.1 - Prob. 10.40PCh. 10.1 - Prob. 10.41PCh. 10.1 - The position of boom ABC is controlled by...Ch. 10.1 - Prob. 10.43PCh. 10.1 - Prob. 10.44PCh. 10.1 - Prob. 10.45PCh. 10.1 - Prob. 10.46PCh. 10.1 - Denoting the coefficient of static friction...Ch. 10.1 - Prob. 10.48PCh. 10.1 - Prob. 10.49PCh. 10.1 - Prob. 10.50PCh. 10.1 - Prob. 10.51PCh. 10.1 - Prob. 10.52PCh. 10.1 - Prob. 10.53PCh. 10.1 - Prob. 10.54PCh. 10.1 - Prob. 10.55PCh. 10.1 - Prob. 10.56PCh. 10.1 - Prob. 10.57PCh. 10.1 - Determine the horizontal movement of joint C if...Ch. 10.2 - Using the method of Sec. 10.2C, solve Prob. 10.29....Ch. 10.2 - Prob. 10.60PCh. 10.2 - Prob. 10.61PCh. 10.2 - Prob. 10.62PCh. 10.2 - Prob. 10.63PCh. 10.2 - Prob. 10.64PCh. 10.2 - Prob. 10.65PCh. 10.2 - Using the method of Sec. 10.2C, solve Prob. 10.38....Ch. 10.2 - Prob. 10.67PCh. 10.2 - Prob. 10.68PCh. 10.2 - Prob. 10.69PCh. 10.2 - Prob. 10.70PCh. 10.2 - Prob. 10.71PCh. 10.2 - Prob. 10.72PCh. 10.2 - Prob. 10.73PCh. 10.2 - Prob. 10.74PCh. 10.2 - A load W of magnitude 144 lb is applied to...Ch. 10.2 - Solve Prob. 10.75, assuming that the spring...Ch. 10.2 - Bar ABC is attached to collars A and B that...Ch. 10.2 - Solve Prob. 10.77, assuming that the spring...Ch. 10.2 - Prob. 10.79PCh. 10.2 - Prob. 10.80PCh. 10.2 - Prob. 10.81PCh. 10.2 - A spring AB of constant k is attached to two...Ch. 10.2 - Prob. 10.83PCh. 10.2 - Prob. 10.84PCh. 10.2 - Prob. 10.85PCh. 10.2 - Prob. 10.86PCh. 10.2 - Prob. 10.87PCh. 10.2 - Prob. 10.88PCh. 10.2 - Prob. 10.89PCh. 10.2 - Prob. 10.90PCh. 10.2 - Prob. 10.91PCh. 10.2 - Prob. 10.92PCh. 10.2 - Prob. 10.93PCh. 10.2 - Prob. 10.94PCh. 10.2 - Prob. 10.95PCh. 10.2 - Prob. 10.96PCh. 10.2 - Bars AB and BC, each with a length l and of...Ch. 10.2 - Solve Prob. 10.97 knowing that l = 30 in. and k =...Ch. 10.2 - Bars AB and CD, each of length l and of negligible...Ch. 10.2 - Solve Prob. 10.99, assuming that the vertical...Ch. 10 - Determine the vertical force P that must be...Ch. 10 - Determine the couple M that must be applied...Ch. 10 - Prob. 10.103RPCh. 10 - Prob. 10.104RPCh. 10 - Prob. 10.105RPCh. 10 - Prob. 10.106RPCh. 10 - Prob. 10.107RPCh. 10 - Prob. 10.108RPCh. 10 - Prob. 10.109RPCh. 10 - Prob. 10.110RPCh. 10 - Prob. 10.111RPCh. 10 - Prob. 10.112RP
Knowledge Booster
Background pattern image
Mechanical Engineering
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.
Similar questions
SEE MORE QUESTIONS
Recommended textbooks for you
Text book image
Elements Of Electromagnetics
Mechanical Engineering
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Oxford University Press
Text book image
Mechanics of Materials (10th Edition)
Mechanical Engineering
ISBN:9780134319650
Author:Russell C. Hibbeler
Publisher:PEARSON
Text book image
Thermodynamics: An Engineering Approach
Mechanical Engineering
ISBN:9781259822674
Author:Yunus A. Cengel Dr., Michael A. Boles
Publisher:McGraw-Hill Education
Text book image
Control Systems Engineering
Mechanical Engineering
ISBN:9781118170519
Author:Norman S. Nise
Publisher:WILEY
Text book image
Mechanics of Materials (MindTap Course List)
Mechanical Engineering
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Cengage Learning
Text book image
Engineering Mechanics: Statics
Mechanical Engineering
ISBN:9781118807330
Author:James L. Meriam, L. G. Kraige, J. N. Bolton
Publisher:WILEY
Introduction to Undamped Free Vibration of SDOF (1/2) - Structural Dynamics; Author: structurefree;https://www.youtube.com/watch?v=BkgzEdDlU78;License: Standard Youtube License