Solutions for Mechanics of Materials
Problem 5.9FP:
The 60 mm-diameter steel shaft is subjected to the torques shown. Determine the angle of twist of...Problem 5.11FP:
The hollow 6061-T6 aluminum shaft has an outer and inner radius of c0 = 40 mm and c1 = 30 mm,...Problem 5.12FP:
A series of gears are mounted on the 40-mm-diameter steel shaft. Determine the angle of twist of...Problem 5.13FP:
The 80-mm-diameter shaft is made of steel. If it is subjected to the uniform distributed torque,...Problem 5.14FP:
The 80-mm-diameter shaft is made of steel. If it is subjected to the triangular distributed load,...Problem 5.47P:
The propellers of a ship are connected to an A-36 steel shaft that is 60 m long and has an outer...Problem 5.48P:
Show that the maximum shear strain in the shaft is max = Tc/JG. What is the shear strain on an...Problem 5.49P:
Determine the angle of twist of end B with respect to end A. The shaft has a diameter of 40 mm.Problem 5.50P:
Determine the absolute maximum shear stress in the shaft and plot a graph of the angle of twist of...Problem 5.51P:
Determine the maximum allowable torque T. Also, find the corresponding angle of twist of disk A...Problem 5.52P:
If the allowable shear stress is allow = 80 MPa, and the angle of twist of disk A relative to disk C...Problem 5.53P:
Determine the angle of twist of the end A.Problem 5.54P:
If gear B supplies 15 kW of power, while gears A, C and D withdraw 6 kW, 4 kW and 5 kW,...Problem 5.55P:
If the shaft is made of steel with the allowable shear stress of allow = 75 MPa, and the relative...Problem 5.57P:
If the rotation of the 100-mm-diameter A-36 steel shaft is = 800 rev/min., determine the absolute...Problem 5.58P:
If the rotation of the 100-mm-diameter A-36 steel shaft is = 500 rev/min., determine the absolute...Problem 5.59P:
It has a diameter of 1 in. and is supported by bearings at A and D, which allow free rotation....Problem 5.61P:
Determine the absolute maximum shear stress in the shaft and plot a graph of the angle of twist of...Problem 5.62P:
If the rotation of the 100-mm-diameter A992 steel shaft is = 600 rev/min., determine the absolute...Problem 5.63P:
If the mixer is connected to an A-36 steel tubular shaft that has an inner diameter of 3 in. and an...Problem 5.64P:
If the mixer is connected to an A-36 steel tubular shaft that has an inner diameter of 3 in. and an...Problem 5.65P:
Also, calculate the absolute maximum shear stress in the shaft. _Neglect the size of the blades.Problem 5.66P:
When it is rotating at 80 rad/s. it transmits 32 kW of power from the engine E to the generator G....Problem 5.67P:
It is required to transmit 35 kW of power from the engine E to the generator G. Determine the...Problem 5.69P:
If a torque of T = 50 N m is applied to the bolt head, determine the constant k and the amount of...Problem 5.70P:
If a torque of T= 50N m is applied to the bolt head, determine the constant k and the amount of...Problem 5.71P:
If the motor delivers 4 MW of power to the shaft when the propellers rotate at 25 rad/s, determine...Problem 5.72P:
Determine the angle of twist at the free end A of the shaft.Browse All Chapters of This Textbook
Chapter 1 - StressChapter 1.2 - Equilibrium Of A Deformable BodyChapter 1.5 - Average Shear StressChapter 1.7 - Limit State DesignChapter 2.2 - StrainChapter 3 - Mechanical Properties Of MaterialsChapter 3.4 - Strain EnergyChapter 3.7 - Failure Of Materials Due To Creep And FatigueChapter 4 - Axial LoadChapter 4.2 - Elastic Deformation Of An Axially Loaded Member
Chapter 4.5 - The Force Method Of Analysis For Axially Loaded MembersChapter 4.6 - Thermal StressChapter 4.9 - Residual StressChapter 5 - TorsionChapter 5.3 - Power TransmissionChapter 5.4 - Angle Of TwistChapter 5.5 - Statically Indeterminate Torque-Loaded MembersChapter 5.7 - Thin-Walled Tubes Having Closed Cross SectionsChapter 5.10 - Residual StressChapter 6 - BendingChapter 6.2 - Graphical Method For Constructing Shear And Moment DiagramsChapter 6.4 - The Flexure FormulaChapter 6.5 - Unsymmetric BendingChapter 6.9 - Stress ConcentrationsChapter 6.10 - Inelastic BendingChapter 7 - Transverse ShearChapter 7.2 - The Shear FormulaChapter 7.3 - Shear Flow In Built-up MemebersChapter 7.5 - Shear Center For Open Thin Walled MembersChapter 8 - Combined LoadingsChapter 8.1 - Thin-Walled Pressure VesselsChapter 8.2 - State Of Stress Caused By Combined LoadingsChapter 9 - Stress TransformationChapter 9.3 - Principal Stresses And Maximum in-Plane Shear StressChapter 9.4 - Mohr's Circle plane-stressChapter 9.5 - Absolute Maximum Shear StressChapter 10 - Strain TransformationChapter 10.3 - Mohr's Circle plane-strainChapter 10.5 - Strain RossettesChapter 10.6 - Material-Property RelationshipsChapter 10.7 - Theories Of FailureChapter 11 - Design Of Beams And ShaftsChapter 11.2 - Prismatic Beam DesignChapter 11.4 - Shaft DesignChapter 12 - Deflection Beams And ShaftsChapter 12.2 - Slope And Displacement By IntegrationChapter 12.3 - Discontinuity FunctionsChapter 12.4 - Slope And Displacement By Moment Area MethodChapter 12.5 - Method Of SuperpositionChapter 12.7 - Statically Indeterminate Beams And Shafts-Method Of IntegrationChapter 12.8 - Statically Indeterminate Beams And Shafts-Moment Area MethodChapter 12.9 - Statically Indeterminate Beams And Shafts-Method Of SuperpositionChapter 13 - Buckling Of ColumnsChapter 13.3 - Columns Having Various Types Of SupportsChapter 13.5 - Inelastic BucklingChapter 13.6 - Design Of Columns For Concentric LoadingChapter 13.7 - Design Of Columns For Eccentric LoadingChapter 14 - Energy MethodsChapter 14.2 - Elastic Strain Energy For Various Types Of LoadingChapter 14.3 - Conservation Of EnergyChapter 14.4 - Impact LoadingChapter 14.6 - Method Of Virtual Forces Applied To TrussesChapter 14.7 - Method Of Virtual Forces Applied To BeamsChapter 14.9 - Castigliano's Theorem Applied To TrussesChapter 14.10 - Castigliano's Theorem Applied To Beams
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