EBK MECHANICS OF MATERIALS10th EditionHIBBELER Publisher: PEARSONISBN: 8220102744110
EBK MECHANICS OF MATERIALS
Solutions for EBK MECHANICS OF MATERIALS
Problem 1.1PP:
In each case, explain how to find the resultant internal loading acting on the cross section at...Problem 1.1FP:
Determine the resultant internal normal force, shear force, and bending moment at point C in the...Problem 1.2FP:
Determine the resultant internal normal force, shear force, and bending moment at point C in the...Problem 1.3FP:
Determine the resultant internal normal force, shear force, and bending moment at point C in the...Problem 1.4FP:
Determine the resultant internal normal force, shear force, and bending moment at point C in the...Problem 1.5FP:
Determine the resultant internal normal force, shear force, and bending moment at point C in the...Problem 1.6FP:
Determine the resultant internal normal force, shear force, and bending moment at point C in the...Problem 1.1P:
The shaft is supported by a smooth thrust bearing at B and a journal bearing at C. Determine the...Problem 1.2P:
Determine the resultant internal normal and shear force in the member at (a) section aa and (b)...Problem 1.3P:
Determine the resultant internal loadings acting on section bb through the centroid C on the beam.Problem 1.4P:
The shaft is supported by a smooth thrust bearing at A and a smooth journal bearing at B. Determine...Problem 1.7P:
Determine the resultant internal loadings at cross sections at points E and F on the assembly.Problem 1.8P:
The beam supports the distributed load shown. Determine the resultant internal loadings acting on...Problem 1.9P:
The beam supports the distributed load shown. Determine the resultant internal loadings acting on...Problem 1.10P:
The boom DF of the jib crane and the column DE have a uniform weight of 50 lb/ft. If the supported...Problem 1.11P:
Determine the resultant internal loadings acting on the cross sections at points D and E of the...Problem 1.12P:
Determine the resultant internal loadings acting on the cross sections at points F and G of the...Problem 1.13P:
The blade of the hacksaw is subjected to a pretension force of F= 100 N. Determine the resultant...Problem 1.14P:
The blade of the hacksaw is subjected to a pretension force of F= 100 N. Determine the resultant...Problem 1.15P:
The beam supports the triangular distributed load shown. Determine the resultant internal loadings...Problem 1.16P:
The beam supports the distributed load shown. Determine the resultant internal loadings on the cross...Problem 1.17P:
The shaft is supported at its ends by two bearings A and B and is subjected to the forces applied to...Problem 1.18P:
The shaft is supported at its ends by two bearings A and B and is subjected to the forces applied to...Problem 1.19P:
The hand crank that is used in a press has the dimensions shown. Determine the resultant internal...Problem 1.20P:
Determine the resultant internal loadings acting on the cross section at point C in the beam. The...Problem 1.21P:
Determine the resultant internal loadings acting on the cross section at point E. The load D has a...Problem 1.22P:
The metal stud punch is subjected to a force of 120 N on the handle. Determine the magnitude of the...Problem 1.23P:
Determine the resultant internal loadings acting on the cross section at point E of the handle arm,...Problem 1.24P:
Determine the resultant internal loadings acting on the cross section at point C. The cooling unit...Problem 1.25P:
Determine the resultant internal loadings acting on the cross section at points B and C of the...Problem 1.26P:
Determine the resultant internal loadings acting on the cross section of the frame at points F and...Problem 1.27P:
The pipe has a mass of 12 kg/m. If it is fixed to the wall at A, determine the resultant internal...Problem 1.28P:
If the drill bit jams when the brace is subjected to the forces shown, determine the resultant...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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