MOD MASTERING STATICS + DYNAMICS >I<14th EditionHIBBELER Publisher: PEARSON CISBN: 9781323327067
MOD MASTERING STATICS + DYNAMICS >I<
Solutions for MOD MASTERING STATICS + DYNAMICS >I<
Problem 2FP:
The beam has a weight of 700 lb. Determine the shortest cable ABC that can be used to lift it if the...Problem 3FP:
If the 5-kg block is suspended from the pulley B and the sag of the cord is d = 0.15 m, determine...Problem 4FP:
The block has a mass of 5 kg and rests on the smooth plane. Determine the unstretched length of the...Problem 5FP:
If the mass of cylinder C is 40 kg, determine the mass of cylinder A in order to hold the assembly...Problem 6FP:
Determine the tension in cables AB, BC, and CD, necessary to support the 10-kg and 15-kg traffic...Problem 1P:
The members of a truss are pin connected at joint O. Determine the magnitudes of F1 and F2 for...Problem 2P:
The members of a truss are pin connected at joint O. Determine the magnitude of F1 and its angle ...Problem 3P:
Determine the magnitude and direction of F so that the particle is in equilibrium. Prob. 3-3Problem 4P:
The bearing consists of rollers, symmetrically confined within the housing. The bottom one is...Problem 5P:
The members of a truss are connected to the gusset plate. If the forces are concurrent at point O,...Problem 6P:
The gusset plate is subjected to the forces of three members. Determine the tension force in member...Problem 7P:
The man attempts to pull down the tree using the cable and small pulley arrangement shown. If the...Problem 8P:
The cords ABC and BD can each support a maximum load of 100 lb. Determine the maximum weight of the...Problem 9P:
Determine the maximum force F that can be supported in the position shown if each chain can support...Problem 10P:
The block has a weight of 20 lb and is being hoisted at uniform velocity. Determine the angle for...Problem 11P:
Determine the maximum weight W of the block that can be suspended in the position shown if cords AB...Problem 12P:
The lift sling is used to hoist a container having a mass of 500 kg. Determine the force in each of...Problem 13P:
A nuclear-reactor vessel has a weight of 500(103) lb. Determine the horizontal compressive force...Problem 14P:
Determine the stretch in each spring for equilibrium of the 2-kg block. The springs are shown in the...Problem 15P:
The unstretched length of spring AB is 3 m. If the block is held in the equilibrium position shown,...Problem 16P:
Determine the mass of each of the two cylinders if they cause a sag of s = 0.5 m when suspended from...Problem 17P:
Determine the stiffness kT of the single spring such that the force F will stretch it by the same...Problem 18P:
If the spring DB has an unstretched length of 2 m. determine the stiffness of the spring to hold the...Problem 19P:
Determine the unstretched length of DB to hold the 40-kg crate in the position shown. Take k = 180...Problem 20P:
A vertical force P = 10 lb is applied to the ends of the 2-ft cord AB and spring AC. If the spring...Problem 21P:
Determine the unstretched length of spring AC if a force P = 80 lb causes the angle = 60 for...Problem 22P:
The springs BA and BC each have a stiffness of 500 N/m and an unstretched length of 3 m. Determine...Problem 23P:
The springs BA and BC each nave a stiffness of 500 N/m and an unstretched length of 3 m. Determine...Problem 26P:
The 30-kg pipe is supported at A by a system of five cords. Determine the force in each cord for...Problem 27P:
Each cord can sustain a maximum tension of 500 N. Determine the largest mass of pipe that can be...Problem 28P:
The streetlights A and B are suspended from the two poles as shown. If each light has a weight of 50...Problem 29P:
Determine the tension developed in each cord required for equilibrium of the 20-kg lamp.Problem 33P:
The lamp has a weight of 15 lb and is supported by the six cords connected together as shown....Problem 34P:
Each cord can sustain a maximum tension of 20 lb. Determine the largest weight of the lamp that can...Problem 39P:
The ball D has a mass of 20 kg. If a force of F = 100 N is applied horizontally to the ring at A,...Problem 40P:
The 200-lb uniform container is suspended by means of a 6-ft-long cable, which is attached to the...Problem 41P:
The single elastic cord ABC is used to support the 40-lb load. Determine the position x and the...Problem 42P:
A scale is constructed with a 4-ft-long cord and mo 10-lb block D. The cord is fixed to a pin at A...Browse All Chapters of This Textbook
Chapter 1.6 - General Procedure For AnalysisChapter 2.3 - Vector Addition Of ForcesChapter 2.4 - Addition Of A System Of Coplanar ForcesChapter 2.6 - Addition Of Cartesian VectorsChapter 2.8 - Force Vector Directed Along A LineChapter 2.9 - Dot ProductChapter 3.3 - Coplanar Force SystemsChapter 3.4 - Three-Dimensional Force SystemsChapter 4.4 - Principle Of MomentsChapter 4.5 - Moment Of A Force About A Specified Axis
Chapter 4.6 - Moment Of A CoupleChapter 4.7 - Simplification Of A Force And Couple SystemChapter 4.8 - Further Simplification Of A Force And Couple SystemChapter 4.9 - Reduction Of A Simple Distributed LoadingChapter 5.2 - Free-Body DiagramsChapter 5.4 - Two- And Three-Force MembersChapter 5.7 - Constraints And Statical DeterminacyChapter 6.3 - Zero-Force MembersChapter 6.4 - The Method Of SectionsChapter 6.6 - Frames And MachinesChapter 7.1 - Internal Loadings Developed In Structural MembersChapter 7.2 - Shear And Moment Equations And DiagramsChapter 7.3 - Relations Between Distributed Load, Shear, And MomentChapter 7.4 - CablesChapter 8.2 - Problems Involving Dry FrictionChapter 8.4 - Frictional Forces On ScrewsChapter 8.5 - Frictional Forces On Flat BeltsChapter 8.8 - Rolling ResistanceChapter 9.1 - Center Of Gravity, Center Of Mass, And The Centroid Of A BodyChapter 9.2 - Composite BodiesChapter 9.3 - Theorems Of Pappus And GuldinusChapter 9.5 - Fluid PressureChapter 10.3 - Radius Of Gyration Of An AreaChapter 10.4 - Moments Of Inertia For Composite AreasChapter 10.7 - Mohr’s Circle For Moments Of InertiaChapter 10.8 - Mass Moment Of InertiaChapter 11.3 - Principle Of Virtual Work For A System Of Connected Rigid BodiesChapter 11.7 - Stability Of Equilibrium ConfigurationChapter 12.2 - Rectilinear kinematics: Continuous MotionChapter 12.3 - Rectilinear kinematics: Erratic MotionChapter 12.6 - Motion Of A ProjectileChapter 12.7 - Curvilinear Motion: Normal And Tangential ComponentsChapter 12.8 - Curvilinear Motion: Cylindrical ComponentsChapter 12.10 - Relative-Motion Of Two Particles Using Translating AxesChapter 13.4 - Equations Of Motion: Rectangular CoordinatesChapter 13.5 - Equations Of Motion: Normal And Tangential CoordinatesChapter 13.6 - Equations Of Motion: Cylindrical CoordinatesChapter 13.7 - Central-Force Motion And Space MechanicsChapter 14.3 - Principle Of Work And Energy For A System Of ParticlesChapter 14.4 - Power And EfficiencyChapter 14.5 - Conservative Forces And Potential EnergyChapter 15.2 - Principle Of Linear Impulse And Momentum For A System Of ParticlesChapter 15.3 - Conservation Of Linear Momentum For A System Of ParticlesChapter 15.4 - ImpactChapter 15.7 - Principle Of Angular Impulse And MomentumChapter 15.9 - Propulsion With Variable MassChapter 16.3 - Rotation About A Fixed AxisChapter 16.4 - Absolute Motion AnalysisChapter 16.5 - Relative-Motion Analysis: VelocityChapter 16.6 - Instataneous Center Of Zero VelocityChapter 16.7 - Relative-Motion Analysis: AccelerationChapter 16.8 - Relative-Motion Analysis Using Rotating AxesChapter 17.1 - Mass Moment Of InertiaChapter 17.3 - Equations Of Motion: TranslationChapter 17.4 - Equations Of Motion: Rotation About A Fized AxisChapter 17.5 - Equations Of Motion: General Plane MotionChapter 18.4 - Principle Of Work And EnergyChapter 18.5 - Conservation Of EnergyChapter 19.2 - Principle Of Impulse And MomentumChapter 19.4 - Eccentric ImpactChapter 20.3 - General MotionChapter 20.4 - Relative-Motion Analysis Using Translating And Rotating AxesChapter 21.1 - Moments And Products Of InertiaChapter 21.3 - Kinetic EnergyChapter 21.4 - Equations Of MotionChapter 21.6 - Torque-Free MotionChapter 22.1 - Undamped Free VibrationChapter 22.2 - Energy MethodsChapter 22.6 - Electrical Circuit Analogs
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