Mechanics of Materials11th EditionRussell C. Hibbeler Publisher: Pearson Education (US)ISBN: 9780137605514
Mechanics of Materials
Solutions for Mechanics of Materials
Problem 7FP:
The uniform beam is supported by two rods AB and CD that have cross-sectional areas of 10 mm2 and 15...Problem 8FP:
Determine the average normal stress on the cross section. Sketch the normal stress distribution over...Problem 9FP:
Determine the average normal stress on the cross section. Sketch the normal stress distribution over...Problem 10FP:
If the 600-kN force acts through the centroid of the cross section, determine the location of the...Problem 11FP:
Determine the average normal stress at points A, B, and C. The diameter of each segment is indicated...Problem 12FP:
Determine the average normal stress in rod AB if the load has a mass of 50 kg. The diameter of rod...Problem 31P:
A 175-lb woman stands on a vinyl floor wearing stiletto high-heel shoes. If the heel has the...Problem 32P:
Determine the largest intensity w of the uniform loading that can be applied to the frame without...Problem 33P:
The specimen failed in a tension test at an angle of 52 when the axial load was 19.80 kip. If the...Problem 34P:
The built-up shaft consists of a pipe AB and solid rod BC. The pipe has an inner diameter of 25 mm...Problem 35P:
If the material fails when the average normal stress reaches 120 psi, determine the largest...Problem 36P:
If the block is subjected to a centrally applied force of P = 6 kip, determine the average normal...Problem 37P:
The plate has a width of 0.5 m. If the stress distribution at the support varies as shown, determine...Problem 38P:
The member is subjected to a tensile force of 200 lb. Determine the average normal and average shear...Problem 39P:
The boom has a uniform weight of 600 lb and is hoisted into position using the cable BC. If the...Problem 40P:
Determine the average normal stress in each of the 20-mm-diameter bars of the truss. Set P = 40 kN.Problem 41P:
If the average normal stress in each of the 20-mm-diameter bars is not allowed to exceed 150 MPa,...Problem 42P:
Determine the maximum average shear stress in pin A of the truss. A horizontal force of P = 40 kN is...Problem 43P:
The 150-kg bucket is suspended from end E of the frame. Determine the average normal stress in the...Problem 44P:
The 150-kg bucket is suspended from end E of the frame. If the diameters of the pins at A and D are...Problem 45P:
If the pedestal is subjected to a compressive force of 500 lb. specify the x and y coordinates for...Problem 46P:
The beam is supported by two rods AB and CD that have cross-sectional areas of 12 mm2 and 8 mm2,...Problem 47P:
The beam is supported by two rods AB and CD that have cross-sectional areas of 12 mm2 and 8 mm2,...Problem 48P:
The beam is supported by a pin at B and a short link AC. Determine the average shear stress...Problem 49P:
The railcar docklight is supported by the 18-in.-diameter pin at A. If the lamp weighs 4 lb, and the...Problem 50P:
The plastic block is subjected to an axial compressive force of 600 N. Assuming that the caps at the...Problem 51P:
During a tension test, the wooden specimen is subjected to an average normal stress or 2 ksi....Problem 52P:
The bar has a cross-sectional area of 400(106) m2. If it is subjected to a triangular axial...Problem 53P:
The bar has a cross-sectional area of 400(106) m2. If it is subjected to a uniform axial distributed...Problem 55P:
The 2-Mg concrete pipe has a center of mass at point G. If it is suspended from cables AB and AC,...Problem 56P:
The 2-Mg concrete pipe has a center of mass at point G. If it is suspended from cables AB and AC,...Problem 57P:
The pier is made of material having a specific weight . If it has a square cross section, determine...Problem 59P:
The uniform bar, having a cross-sectional area of A and mass per unit length of m, is pinned at its...Problem 62P:
The triangular blocks are glued along each side of the joint. A C-clamp placed between two of the...Problem 63P:
The triangular blocks are glued along each side of the joint. A C-clamp placed between two of the...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
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Mechanics of Materials
7th Edition
ISBN: 9780132209915
Mechanics Of Materials Si Units
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Structural Analysis
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Structural Analysis, 7th, Instructor's Solution Manual
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Structural Analysis In Si Units
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Structural Analysis Plus Masteringengineering With Pearson Etext, Si Edition
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16th Edition
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Mechanics of Materials Plus Mastering Engineering with Pearson eText - Access Card Package (10th Edition)
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Mechanics of Materials, Student Value Edition (10th Edition)
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