EBK VECTOR MECHANICS FOR ENGINEERS: STA11th EditionBEER Publisher: YUZUISBN: 8220102809888
EBK VECTOR MECHANICS FOR ENGINEERS: STA
Solutions for EBK VECTOR MECHANICS FOR ENGINEERS: STA
Problem 2.1P:
Two forces are applied as shown to a hook. Determine graphically the magnitude and direction of...Problem 2.2P:
Two forces are applied as shown to a bracket support. Determine graphically the magnitude and...Problem 2.5P:
A stake is being pulled out of the ground by means of two ropes as shown. Knowing that = 30,...Problem 2.6P:
A telephone cable is clamped at A to the pole AB. Knowing that the tension in the left-hand portion...Problem 2.7P:
A telephone cable is clamped at A to the pole AB. Knowing that the tension in the right-hand portion...Problem 2.8P:
A disabled automobile is pulled by means of two ropes as shown. The tension in rope AB is 2.2 kN,...Problem 2.9P:
A disabled automobile is pulled by means of two ropes as shown. Knowing that the tension in rope AB...Problem 2.10P:
Two forces are applied as shown to a hook support. Knowing that the magnitude of P is 35 N,...Problem 2.11P:
A steel tank is to be positioned in an excavation. Knowing that = 20, determine by trigonometry (a)...Problem 2.12P:
A steel tank is to be positioned in an excavation. Knowing that the magnitude of P is 500 lb,...Problem 2.13P:
A steel tank is to be positioned in an excavation. Determine by trigonometry (a) the magnitude and...Problem 2.14P:
For the hook support of Prob. 2.10, determine by trigonometry (a) the magnitude and direction of the...Problem 2.16P:
Solve Prob. 2.1 by trigonometry.Problem 2.17P:
Solve Prob. 2.4 by trigonometry.Browse All Chapters of This Textbook
Chapter 2 - Statics Of ParticlesChapter 2.1 - Addition Of Planar ForcesChapter 2.2 - Adding Forces By ComponentsChapter 2.3 - Forces And Equillibrium In A PlaneChapter 2.4 - Adding Forces In SpaceChapter 2.5 - Forces And Equillibrium In SpaceChapter 3 - Rigid Bodies: Equivalent Systems Of ForcesChapter 3.1 - Forces And MometsChapter 3.2 - Moment Of A Force About An AxisChapter 3.3 - Couples And Force-couple Systems
Chapter 3.4 - Simplifying Systems Of ForcesChapter 4 - Equilibrium Of Rigid BodiesChapter 4.1 - Equilibrium In Two DimensionsChapter 4.2 - Two Special CasesChapter 4.3 - Equillibrium In Three DimensionsChapter 5 - Distributed Forces: Centroids And Centers Of GravityChapter 5.1 - Planar Centers Of Gravity And CentroidsChapter 5.2 - Further Considerations Of CentroidsChapter 5.3 - Additional Applications Of CentroidsChapter 5.4 - Centers Of Gravity And Centroids Of VolumesChapter 6 - Analysis Of StructuresChapter 6.1 - Analysis Of TrussesChapter 6.2 - Other Truss AnalysesChapter 6.3 - FramesChapter 6.4 - MachinesChapter 7 - Internal Forces And MomentsChapter 7.1 - Internal Forces In MembersChapter 7.2 - BeamsChapter 7.3 - Relations Among Load, Shear, And Bending MomentChapter 7.4 - CablesChapter 7.5 - Catenary CablesChapter 8 - FrictionChapter 8.1 - The Laws Of Dry FrictionChapter 8.2 - Wedges And ScrewsChapter 8.3 - Friction On Axles, Disks, And WheelsChapter 8.4 - Belt FrictionChapter 9 - Distributed Forces: Moments Of InertiaChapter 9.1 - Moments Of Inertia Of AreasChapter 9.2 - Parallel-axis Theorem And Composite AreasChapter 9.3 - Transformation Of Moments Of InertiaChapter 9.4 - Mohr's Circle For Moments Of InertiaChapter 9.5 - Mass Moments Of InertiaChapter 9.6 - Additional Concepts Of Mass Moments Of InertiaChapter 10 - Method Of Virtual WorkChapter 10.1 - The Basic MethodChapter 10.2 - Work, Potential Energy, And Stability
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Sample Solutions for this Textbook
We offer sample solutions for EBK VECTOR MECHANICS FOR ENGINEERS: STA homework problems. See examples below:
Given information: The tension (P) in the member B is 10 kN at an angle (θ) of 25° with the...Given information: The tension (P) in the member B is 6 kips at an angle (θ) of 25° with the...Chapter 2.2, Problem 2.22PChapter 2.2, Problem 2.35PGiven information: The force (F) in point C is 1.98 kN. The horizontal (AC) length between point A...Given information: The force (P) is 500 lb. The force (Q) is 650 lb. The angle (α) between the force...Chapter 2.3, Problem 2.57PChapter 2.4, Problem 2.93PChapter 2.4, Problem 2.96P
Chapter 2.5, Problem 2.107PChapter 2.5, Problem 2.112PChapter 2.5, Problem 2.115PGiven information: The force (FA) in member A is 15 kN at an angle (φ) is 40° with the vertical...Given information: The weight (W) is 376 N. Calculation: Show the Free body diagram at point A as in...Chapter 3.1, Problem 3.5PChapter 3.1, Problem 3.9PGiven information: The tension in the wire (F) is 435 N. The distance between corner D to corner E...Given information: The length of the vertical rod CD (lCD) is 23 in. The length of the rod AB (lAB)...Given information: The length of the vertical rod CD (lCD) is 23 in. The length of the rod AB (lAB)...Given information: The length of the vertical rod CD (lCD) is 23 in. The length of the rod AB (lAB)...Given information: The applied force at point B (FB) is 40 N. The applied force at point C (FC) is...Given information: The two vertical forces (M3) is 10 N. The inclined force acting at point B (FB)...Chapter 3.3, Problem 3.85P(a) Show the free body diagram of the beam (a) as Figure 1. Calculate the equivalent force at end A...Chapter 3.4, Problem 3.104PChapter 3.4, Problem 3.120PWrite the equation of the distance between AC. dAC=r12+r22+r32 (I) Here, the distance between AC is...Chapter 3, Problem 3.147RPChapter 3, Problem 3.156RPChapter 4.1, Problem 4.20PChapter 4.1, Problem 4.23PChapter 4.1, Problem 4.24PGiven information: The value of angle is α=0. Assumption: Apply the sign convention for calculating...Chapter 4.1, Problem 4.59PGiven information: The magnitude of the force P=100 lb. Calculation: Assumption: Apply the sign...Chapter 4.2, Problem 4.69PChapter 4.2, Problem 4.71PThe free-body diagram corresponding to the arrangement in Fig. P4.89 is given in Figure 1. The...Chapter 4.3, Problem 4.105PChapter 4.3, Problem 4.106PChapter 4.3, Problem 4.107PGiven information: The length of the flag pole AC is 10 ft. The inclination of the flag pole AC is...Chapter 4.3, Problem 4.117PChapter 4, Problem 4.142RPChapter 4, Problem 4.152RPChapter 5.1, Problem 5.16PChapter 5.1, Problem 5.17PChapter 5.1, Problem 5.29PChapter 5.2, Problem 5.43PChapter 5.2, Problem 5.44PChapter 5.2, Problem 5.48PChapter 5.3, Problem 5.80PChapter 5.3, Problem 5.81PChapter 5.3, Problem 5.83PChapter 5.4, Problem 5.123PChapter 5.4, Problem 5.132PChapter 5.4, Problem 5.133PChapter 5.4, Problem 5.134PChapter 5, Problem 5.137RPChapter 5, Problem 5.138RPChapter 6.1, Problem 6.35PChapter 6.1, Problem 6.36PThe free-body diagram of the entire truss is shown in figure 1. Refer to figure 1 and use symmetry....Chapter 6.1, Problem 6.39PChapter 6.2, Problem 6.57PChapter 6.2, Problem 6.70PChapter 6.2, Problem 6.74PChapter 6.3, Problem 6.88PChapter 6.3, Problem 6.89PGiven information: Consider the diameter of the pipe is d=3 ft. Then, The radius of the pipe is...Chapter 6.3, Problem 6.120PChapter 6.3, Problem 6.121PChapter 6.4, Problem 6.157PChapter 6.4, Problem 6.158PChapter 6.4, Problem 6.161PChapter 6.4, Problem 6.162PChapter 6, Problem 6.164RPChapter 6, Problem 6.165RPChapter 7.1, Problem 7.17PChapter 7.1, Problem 7.18PAssumption: Apply the sign convention for calculating the equations of equilibrium as below. For the...Assumption: Apply the sign convention for calculating the equations of equilibrium as below: For the...Assumption: Apply the sign convention for calculating the equations of equilibrium as below. For the...Assumption: Apply the sign convention for calculating the equations of equilibrium as below: For the...Given information: The bending moment at point D is MD=+6.10 kip-ft. The bending moment at point E...Given information: The bending moment at point D is MD=+5.96 kip-ft. The bending moment at point E...Chapter 7.4, Problem 7.116PGiven information: The value of distance is dC=3 m. Assumption: Apply the sign convention for...Chapter 7.4, Problem 7.125PChapter 7.5, Problem 7.147PGiven information: The length of the cable AB is L=10 ft. The value of angle θ is 45°. The collar at...Chapter 7, Problem 7.154RPChapter 7, Problem 7.161RPChapter 8.1, Problem 8.13PChapter 8.1, Problem 8.14PChapter 8.1, Problem 8.37PChapter 8.1, Problem 8.42PChapter 8.1, Problem 8.43PChapter 8.2, Problem 8.64PChapter 8.2, Problem 8.65PChapter 8.3, Problem 8.96PChapter 8.3, Problem 8.97PChapter 8.4, Problem 8.118PChapter 8.4, Problem 8.119PChapter 8.4, Problem 8.121PChapter 8, Problem 8.134RPChapter 8, Problem 8.136RPGiven information: The equation of the upper segment is y=mx+b. The equation of the lower curve is...Chapter 9.1, Problem 9.23PChapter 9.1, Problem 9.24PShow the centroidal location of the given section as Figure 1. Consider x axis. Consider the section...Calculation: Show the area with parts of the section as Figure 1. Calculate the centroid of the area...Calculation: Sketch the cross section as shown in Figure 1. Refer to Figure1. It is divided into 4...Chapter 9.3, Problem 9.79PChapter 9.3, Problem 9.82PChapter 9.4, Problem 9.99PChapter 9.4, Problem 9.102PGiven information: The height of the section is 1.5a. The width of the section is a. The length of...Given information: The thickness (t) of the anchor is 0.05 in. The specific weight (γ) of the...Chapter 9.5, Problem 9.145PGiven information: The mass of the cylinder is denoted by m. The length of the circular cylinder is...Chapter 9.6, Problem 9.181PChapter 9.6, Problem 9.183PChapter 9, Problem 9.185RPSketch the cross section as shown in Figure 1. Refer to Figure 9.13. The moment of inertia I¯x about...Chapter 10.1, Problem 10.5PChapter 10.1, Problem 10.6PChapter 10.1, Problem 10.21PChapter 10.1, Problem 10.22PChapter 10.1, Problem 10.53PChapter 10.2, Problem 10.80PChapter 10.2, Problem 10.97PGiven information: The system is in equilibrium when θ1=θ2=0. The length of the bars AB and BC is...Given information: The system is in equilibrium when θ1=θ2=0. The value of spring constant is k=20...Chapter 10, Problem 10.101RP
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