MECHANICS OF MATERIALS-TEXT9th EditionHIBBELER Publisher: PEARSONISBN: 2810014920922
MECHANICS OF MATERIALS-TEXT
Solutions for MECHANICS OF MATERIALS-TEXT
Problem 4.87P:
Determine the maximum normal stress developed in the bar when it is subjected to a tension of P =...Problem 4.88P:
If the allowable normal stress for the bar is allow = 120 MPa, determine the maximum axial force P...Problem 4.89P:
The steel bar has the dimensions shown. Determine the maximum axial force P that can be applied so...Problem 4.90P:
4-90. Determine the maximum axial force P that can be applied to the steel plate.The allowable...Problem 4.91P:
Determine the maximum axial force P that can be applied to the bar. The bar is made from steel and...Problem 4.92P:
Determine the maximum normal stress developed in the bar when it is subjected to a tension of P = 2...Problem 4.94P:
4-94. The resulting stress distribution along section AB for the bar is shown. From this...Problem 4.96P:
*4-96. The 10-mm-diameter shank of the steel bolt has a bronze sleeve bonded to it.The outer...Problem 4.97P:
The weight is suspended from steel and aluminum wires, each having the same initial length of 3 m...Problem 4.98P:
The bar has a cross-sectional area of 0.5 in2 and is made of a material that has a stress-strain...Problem 4.100P:
*4-100. The rigid beam is supported by a pin at A and two steel wires, each having a diameter of 4...Problem 4.101P:
The rigid lever arm is supported by two A-36 steel wires having the same diameter of 4 mm. If a...Problem 4.102P:
The rigid lever arm is supported by two A-36 steel wires having the same diameter of 4 mm. Determine...Problem 4.104P:
The rigid beam is supported by three 25-mm diameter A-36 steel rods. If the beam supports the force...Problem 4.105P:
The rigid beam is supported by three 25-mm diameter A-36 steel rods. If the force of P = 230 kN is...Problem 4.108P:
The rigid beam is supported by the three posts A, B, and C of equal length. Posts A and C have a...Problem 4.109P:
The rigid beam is supported by the three posts A, B, and C. Posts A and C have a diameter of 60 mm...Problem 4.111P:
The bar having a diameter of 2 in. is fixed connected at its ends and supports the axial load P. If...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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