EBK MECHANICS OF MATERIALS10th EditionHIBBELER Publisher: PEARSONISBN: 8220102744110
EBK MECHANICS OF MATERIALS
Solutions for EBK MECHANICS OF MATERIALS
Problem 2.1PP:
A loading causes the member to deform into the dashed shape. Explain how to determine the normal...Problem 2.2PP:
A loading causes the mamber to deform into the dashed shape. Explain how to determine the normal...Problem 2.3PP:
A loading causes the wires to elongate into the dashed shape. Explain how to determine the normal...Problem 2.4PP:
A loading causes the block to deform into the dashed shape. Explain how to determine the strains AB...Problem 2.5PP:
A loading causes the block to deform into the dashed shape. Explain how to determine the strains (A)...Problem 2.1FP:
When force P is applied to the rigid arm ABC, point B displaces vertically downward through a...Problem 2.2FP:
If the force P causes the rigid arm ABC to rotate clockwise about pin A through an angle of 0.02,...Problem 2.3FP:
The rectangular plate is deformed into the shape of a parallelogram shown by the dashed line....Problem 2.4FP:
The triangular plate is deformed into the shape shown by the dashed line. Determine the normal...Problem 2.5FP:
The square plate is deformed into the shape shown by the dashed line. Determine the average normal...Problem 2.6P:
The square deforms into the position shown by the dashed lines. Determine the shear strain at each...Problem 2.7P:
The pin-connected rigid rods AB and BC are inclined at = 30 when they are unloaded. When the force...Problem 2.8P:
The wire AB is unstretched when = 45. If a load is applied to the bar AC, which causes to become...Problem 2.9P:
If a horizontal load applied to the bar AC causes point A to be displaced to the right by an amount...Problem 2.10P:
Determine the shear strain xy at corners A and B if the plastic distorts as shown by the dashed...Problem 2.11P:
Determine the shear strain xy at corners D and C if the plastic distorts as shown by the dashed...Problem 2.12P:
The material distorts into the dashed position shown. Determine the average normal strains x, y, and...Problem 2.13P:
The material distorts into the dashed position shown. Determine the average normal strains along the...Problem 2.14P:
Part of a control linkage for an airplane consists of a rigid member CB and a flexible cable AB. If...Problem 2.15P:
Part of a control linkage for an airplane consists of a rigid member CB and a flexible cable AB. If...Problem 2.16P:
The nylon cord has an original length L and is tied to a bolt at A and a roller at B. If a force P...Problem 2.17P:
A thin wire, lying along the x axis, is strained such that each point on the wire is displaced x =...Problem 2.18P:
Determine the shear strain xy at corners A and B if the plate distorts as shown by the dashed lines.Problem 2.19P:
Determine the shear strain xy at corners D and C if the plate distorts as shown by the dashed lines.Problem 2.21P:
The corners of the square plate are given the displacements indicated. Determine the average normal...Problem 2.22P:
The triangular plate is fixed at its base, and its apex A is given a horizontal displacement of 5...Problem 2.23P:
The triangular plate is fixed at its base, and its apex A is given a horizontal displacement of 5...Problem 2.24P:
The triangular plate is fixed at its base, and its apex A is given a horizontal displacement of 5...Problem 2.25P:
The polysulfone block is glued at its top and bottom to the rigid plates. If a tangential force,...Problem 2.26P:
The corners of the square plate are given the displacements indicated. Determine the shear strain at...Problem 2.27P:
The corners of the square plate are given the displacements indicated. Determine the average normal...Problem 2.28P:
The block is deformed into the position shown by the dashed lines. Determine the average normal...Problem 2.29P:
The rectangular plate is deformed into the shape shown by the dashed lines. Determine the average...Problem 2.30P:
The rectangular plate is deformed into the shape shown by the dashed lines. Determine the average...Problem 2.31P:
The nonuniform loading causes a normal strain in the shaft that can be expressed as x = ksin (Lx),...Problem 2.32P:
The rectangular plate undergoes a deformation shown by the dashed lines. Determine the shear strain...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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