MECHANICS OF MATERIALS-TEXT9th EditionHIBBELER Publisher: PEARSONISBN: 2810014920922
MECHANICS OF MATERIALS-TEXT
Solutions for MECHANICS OF MATERIALS-TEXT
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
Sample Solutions for this Textbook
We offer sample solutions for MECHANICS OF MATERIALS-TEXT 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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