Solutions for Mechanics of Materials
Problem 1.2PP:
In each case, determine the largest internal shear force resisted by the bolt. Include all necessary...Problem 1.3PP:
Determine the largest internal normal force in the bar.Problem 1.4PP:
Determine the internal normal force at section A if the rod is subjected to the external uniformally...Problem 1.6PP:
The single-V butt joint transmits the force of 5 kN from one bar to the other. Determine the...Problem 1.7FP:
The uniform beam is supported by two rods AB and CD that have cross-sectional areas of 10 mm2 and 15...Problem 1.8FP:
Determine the average normal stress on the cross section. Sketch the normal stress distribution over...Problem 1.9FP:
Determine the average normal stress on the cross section. Sketch the normal stress distribution over...Problem 1.10FP:
If the 600-kN force acts through the centroid of the cross section, determine the location of the...Problem 1.11FP:
Determine the average normal stress at points A, B, and C. The diameter of each segment is indicated...Problem 1.12FP:
Determine the average normal stress in rod AB if the load has a mass of 50 kg. The diameter of rod...Problem 1.31P:
The supporting wheel on a scaffold is held in place on the leg using a 4-mm-diameter pin. If the...Problem 1.33P:
The bar has a cross-sectional area A and is subjected to the axial load P. Determine the average...Problem 1.34P:
1-34. The built-up shaft consists of a pipe AB and solid rod BC. The pipe has an inner diameter of...Problem 1.37P:
The plate has a width of 0.5 m. If the stress distribution at the support varies as shown, determine...Problem 1.38P:
The two members used in the construction of an aircraft fuselage are joined together using a 30...Problem 1.40P:
Determine the average normal stress in each of the 20-mm-diameter bars of the truss. Set P = 40 kN.Problem 1.41P:
If the average normal stress in each of the 20-mm-diameter bars is not allowed to exceed 150 MPa,...Problem 1.42P:
Determine the maximum average shear stress in pin A of the truss. A horizontal force of P = 40 kN is...Problem 1.43P:
1-43. The 150-kg bucket is suspended from end E of the frame. Determine the average normal stress in...Problem 1.44P:
*1-44. The 150-kg bucket is suspended from end E of the frame. If the diameters of the pins at A and...Problem 1.46P:
1-46. The 20-kg chandelier is suspended from the wall and ceiling using rods AB and BC, which have...Problem 1.48P:
If P = 15 kN, determine the average shear stress in the pins at A, B, and C. All pins are in double...Problem 1.49P:
1-49. The joint is subjected to the axial member force of 6 kip. Determine the average normal stress...Problem 1.55P:
The 2-Mg concrete pipe has a center of mass at point G. If it is suspended from cables AB and AC,...Problem 1.56P:
The 2-Mg concrete pipe has a center of mass at point G. If it is suspended from cables AB and AC,...Problem 1.59P:
1-59. The jib crane is pinned at A and supports a chain hoist that can travel along the bottom...Problem 1.60P:
*1-60. If the shaft is subjected to an axial force of 5 kN, determine the bearing stress acting on...Problem 1.64P:
*1-64. A vertical force of P = 1500 N is applied to the bell crank. Determine the average normal...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 3.5 - Strain EnergyChapter 3.8 - 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
Book Details
For undergraduate Mechanics of Materials courses in Mechanical, Civil, and Aerospace Engineering departments. Containing Hibbeler’s hallmark student-oriented features, this text is in four-color with a photorealistic art program designed to help students visualize difficult concepts. A clear, concise writing style and more examples than any other text further contribute to students’ ability to master the material.
Sample Solutions for this Textbook
We offer sample solutions for Mechanics of Materials homework problems. See examples below:
Chapter 1, Problem 1.97RPChapter 3, Problem 3.35RPChapter 4, Problem 4.114RPChapter 5, Problem 5.143RPChapter 6, Problem 6.1CPChapter 7, Problem 7.71RPChapter 8, Problem 8.74RPGiven information: Rotation of the propeller is ω=15 rad/s . The engine develops the power of 900...Chapter 10, Problem 10.94RP
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Structural Analysis Plus Masteringengineering With Pearson Etext, Si Edition
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