## Solutions for Mechanics of Materials

Problem 1FP:

Determine the resultant internal normal force, shear force, and bending moment at point C in the...Problem 2FP:

Determine the resultant internal normal force, shear force, and bending moment at point C in the...Problem 3FP:

Determine the resultant internal normal force, shear force, and bending moment at point C in the...Problem 4FP:

Determine the resultant internal normal force, shear force, and bending moment at point C in the...Problem 5FP:

Determine the resultant internal normal force, shear force, and bending moment at point C in the...Problem 6FP:

Determine the resultant internal normal force, shear force, and bending moment at point C in the...Problem 1P:

The shaft is supported by a smooth thrust bearing at B and a journal bearing at C. Determine the...Problem 2P:

Determine the resultant internal normal and shear force in the member at (a) section aa and (b)...Problem 3P:

Determine the resultant internal torque acting on the cross sections through points B and C.Problem 4P:

Determine the resultant internal loadings in the beam at cross sections through points D and E....Problem 5P:

The shaft is supported by a smooth thrust bearing at B and a smooth journal bearing at A. Determine...Problem 6P:

Determine the resultant internal loading on the cross section through point C of the pliers. There...Problem 7P:

Determine the resultant internal loading on the cross section through point D of the pliers. There...Problem 8P:

The 800-lb load is being hoisted at a constant speed using the motor M, which has H weight of 90 lb....Problem 9P:

Determine resultant internal loadings acting on cross section at points C and D of the beam.Problem 10P:

Determine the resultant internal normal force acting on the cross section at point A in each column....Problem 11P:

Determine the resultant internal loadings on the cross section at point C. Assume the support...Problem 12P:

Determine the resultant internal loadings on the cross section at point D. Assume point D is just to...Problem 13P:

The blade of the hacksaw is subjected to a pretension force of F= 100 N. Determine the resultant...Problem 14P:

The blade of the hacksaw is subjected to a pretension force of F= 100 N. Determine the resultant...Problem 15P:

Determine the resultant internal loadings on the cross section at point C. Assume the reactions at...Problem 16P:

Determine the resultant internal loadings on the cross section at points D and E. Assume the...Problem 17P:

The sky hook is used to support the cable of a scaffold over the side of a building. If it consists...Problem 18P:

Determine the resultant internal torque acting on the cross section at points C and D. The support...Problem 19P:

Determine the resultant internal loadings acting on the cross section of the hand crank al point A...Problem 20P:

Determine the resultant internal loadings on the cross section at point D. The cable passes over a...Problem 21P:

Determine the resultant internal loadings on the cross section at point E. cable passes over a...Problem 22P:

The metal stud punch is subjected to a force of 120 N on the handle. Determine the magnitude of the...Problem 23P:

The metal stud punch is subjected to a force of 120 N on the handle. Determine the resultant...Problem 24P:

Determine the resultant internal loadings acting on the cross section at point C. cooling unit has a...Problem 25P:

A force of 80 N is supported by the bracket. Determine the resultant internal loadings acting on the...Problem 26P:

The curved rod has a radius r and is fixed to the wall at B. Determine the resultant internal...Problem 27P:

The pipe assembly is subjected to a force of 600 N at B. Determine the resultant internal loadings...Problem 28P:

If the drill bit jams when the handle of the hand drill is subjected to the forces shown, determine...# 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 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

# Sample Solutions for this Textbook

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Mechanics of Materials

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