Mechanics of Materials10th EditionHIBBELER Publisher: PEARSONISBN: 9780134321158
Mechanics of Materials
Solutions for Mechanics of Materials
Problem 5.77P:
Gst = 75 GPa.Problem 5.78P:
The A992 steel shaft has a diameter of 60 mm and is fixed at its ends A and B. If it is subjected to...Problem 5.79P:
If the shaft is fixed at its ends A and B and subjected to a torque of 500 lbft, determine the...Problem 5.80P:
and a thickness of 0.125 in. The coupling on it at C is being tightened using a wrench. If the...Problem 5.81P:
The coupling on it at C is being tightened using wrench. It the applied force is F = 20 lb....Problem 5.82P:
The shaft is made of L2 tool steel, has a diameter of 40 mm, and is fixed at its ends A and B. If it...Problem 5.83P:
The shaft is made of L2 tool steel, has a diameter of 40 mm, and is fixed at its ends A and B. If it...Problem 5.84P:
If the allowable shear stresses for the magnesium and steel are (allow)mg = 45 MPa and (allow)st =...Problem 5.85P:
If a torque of T = 5 kNm is applied to end A, determine the maximum shear stress in each material....Problem 5.86P:
Each has a diameter of 25 mm and they are connected using the gears fixed to their ends. Their other...Problem 5.87P:
Each has a diameter of 25 mm and they are connected using the gears fixed to their ends. Their other...Problem 5.88P:
It is fixed at its ends and subjected to a torque of T = 680 N m. If the steel portion has a...Problem 5.90P:
Each has a diameter of 1.5 in. and they are connected using the gears fixed to their ends. Their...Problem 5.93P:
The tapered shaft is confined by the fixed supports at A and B. If a torque T is applied at its...Problem 5.94P:
Determine the reactions at the fixed supports A and B.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 In Si Units
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Mechanics of Materials, Student Value Edition (10th Edition)
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