Mechanics of Materials10th EditionHIBBELER Publisher: PEARSONISBN: 9780134321158
Mechanics of Materials
Solutions for Mechanics of Materials
Problem 5.95P:
If the yield stress for brass is Y = 205 MPa, determine the maximum torque T to which it can be...Problem 5.96P:
By what percentage is the shaft of circular cross section more efficient at withstanding the torque...Problem 5.98P:
If it is subjected to the torsional loading, determine the maximum shear stress within regions AC...Problem 5.99P:
Solve Prob.5-98 for the maximum shear stress within regions AC and BC, and the angle of twist of...Problem 5.100P:
determine the maximum shear stress in the shaft. Also, find the angle of twist of end B. The shaft...Problem 5.101P:
If the shaft has an equilateral triangle cross section and is made from an alloy that has an...Problem 5.102P:
by 2 in. square cross section, and it is subjected to the torsional loading shown, determine the...Problem 5.103P:
is applied to the tube If the wall thickness is 0.1 in., determine the average shear stress in the...Problem 5.104P:
If it is 2 m long, determine the maximum shear stress in the bar and the rotation of one end...Problem 5.105P:
Also, find the angle of twist of end B. The shaft is made from A-36 steel. Set a = 50 mm.Problem 5.106P:
Also, find the corresponding angle of twist at end B.Problem 5.107P:
If the solid shaft is made from red brass C83400 having an allowable shear stress of allow = 4 ksi,...Problem 5.108P:
If the solid shaft is made from red brass C83400 and it is subjected to a torque T = 6 kipft at B,...Problem 5.109P:
The tube is 0.1 in. thick.Problem 5.111P:
Determine the average shear stress in the tube if the mean dimension a= 200 mm. Each side has a...Problem 5.112P:
By what percentage is the torsional strength reduced when the eccentricity is one-fourth of the...Problem 5.115P:
If the allowable shear stress is allow = 8 ksi, and the tube is to resist a torque of T = 250 lbft,...Problem 5.117P:
If the allowable shear stress is allow = 80 MPa, determine the maximum torque T that it can...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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Mechanics of Materials
7th Edition
ISBN: 9780132209915
Mechanics Of Materials Si Units
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Structural Analysis
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Structural Analysis Plus Masteringengineering With Pearson Etext, Si Edition
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Mechanics of Materials, Student Value Edition (10th Edition)
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