MECHANICS OF MATERIALS-TEXT9th EditionHIBBELER Publisher: PEARSONISBN: 2810014920922
MECHANICS OF MATERIALS-TEXT
Solutions for MECHANICS OF MATERIALS-TEXT
Problem 4.1PP:
In each case, determine the internal normal force between lettered points on the bar. Draw all...Problem 4.2PP:
Determine the internal normal force between lettered points on the cable and rod. Draw all necessary...Problem 4.3PP:
The post weighs 8kN/m. Determine the internal normal force in the post as a function of x. P43Problem 4.4PP:
The rod is subjected to an external axial force of 800 N and a uniform distributed load of 100 N/m...Problem 4.5PP:
The rigid beam supports the load of 60 kN. Determine the displacement at B. Take E = 60 GPa, and ABC...Problem 4.1FP:
The 20-mm-diameter A-36 steel rod is subjected to the axial forces shown. Determine the displacement...Problem 4.2FP:
Segments AB and CD of the assembly are solid circular rods, and segment BC is a tube. If the...Problem 4.3FP:
The 30-mm-diameter A992 steel rod is subjected to the loading shown. Determine the displacement of...Problem 4.4FP:
If the 20-mm-diameter rod is made of A-36 steel and the stiffness of the spring is k = 50 MN/m,...Problem 4.5FP:
The 20-mm-diameter 2014-T6 aluminum rod is subjected to the uniform distributed axial load....Problem 4.6FP:
The 20-mm-diameter 2014-T6 aluminum rod is subjected to the triangular distributed axial load....Problem 4.2P:
The copper shaft is subjected to the axial loads shown. Determine the displacement of end A with...Problem 4.3P:
The composite shaft, consisting of aluminum, copper, and steel sections, is subjected to the loading...Problem 4.4P:
The composite shaft, consisting of aluminum, copper, and steel sections, is subjected to the loading...Problem 4.5P:
4-5. The assembly consists of a steel rod CB and an aluminum rod BA, each having a diameter of 12...Problem 4.6P:
4-6. The bar has a cross-sectional area of 3 in2, and E = 35(103) ksi. Determine the displacement of...Problem 4.7P:
4–7. If P1 = 50 kip and P2 = 150 kip, determine the vertical displacement of end A of the high...Problem 4.8P:
*4-8. If the vertical displacements of end A of the high strength precast concrete column relative...Problem 4.9P:
The assembly consists of two 10-mm diameter red brass C83400 copper rods AB and CD, a 15-mm diameter...Problem 4.10P:
The assembly consists of two 10-mm diameter red brass C83400 copper rods AB and CD, a 15-mm diameter...Problem 4.11P:
The load is supported by the four 304 stainless steel wires that are connected to the rigid members...Problem 4.12P:
The load is supported by the four 304 stainless steel wires that are connected to the rigid members...Problem 4.13P:
The rigid bar is supported by the pin-connected rod CB that has a cross-sectional area of 14 mm2 and...Problem 4.16P:
*4-16. The hanger consists of three 2014-T6 aluminum alloy rods, rigid beams AC and BD, and a...Problem 4.17P:
4-17. The hanger consists of three 2014-T6 aluminum alloy rods, rigid beams AC and BD, and a spring....Problem 4.20P:
The assembly consists of three titanium (Ti-6A1-4V) rods and a rigid bar AC. The cross-sectional...Problem 4.24P:
Determine the relative displacement of one end of the tapered plate with respect to the other end...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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