MECHANICS OF MATERIALS-TEXT9th EditionHIBBELER Publisher: PEARSONISBN: 2810014920922
MECHANICS OF MATERIALS-TEXT
Solutions for MECHANICS OF MATERIALS-TEXT
Problem 4.31P:
4-31. The concrete column is reinforced using four steel reinforcing rods, each having a diameter of...Problem 4.33P:
4-33. The steel pipe is filled with concrete and subjected to a compressive force of 80 kN....Problem 4.34P:
If column AB is made from high strength precast concrete and reinforced with four 34 in. diameter...Problem 4.35P:
If column AB is made from high strength precast concrete and reinforced with four 34 in. diameter...Problem 4.36P:
Determine the support reactions at the rigid supports A and C. The material has a modulus of...Problem 4.37P:
If the supports at A and C are flexible and have a stiffness k, determine the support reactions at A...Problem 4.41P:
The 2014-T6 aluminum rod AC is reinforced with the firmly bonded A992 steel tube BC. If the assembly...Problem 4.42P:
The 2014-T6 aluminum rod AC is reinforced with the firmly bonded A992 steel tube BC. When no load is...Problem 4.43P:
The assembly consists of two red brass C83400 copper rods AB and CD of diameter 30 mm, a stainless...Problem 4.44P:
*4-44. The assembly consists of two red brass C83400 copper rods AB and CD having a diameter of 30...Problem 4.46P:
If the gap between C and the rigid wall at D is initially 0.15 mm, determine the support reactions...Problem 4.47P:
The support consists of a solid red brass C83400 copper post surrounded by a 304 stainless steel...Problem 4.48P:
If there are n fibers, each having a cross-sectional area of Af and modulus of Ef1 embedded in a...Problem 4.53P:
4-53. Each of the three A-36 steel wires has the same diameter. Determine the force in each wire...Problem 4.54P:
4-54. The 200-kg load is suspended from three A-36 steel wires each having a diameter of 4 mm. If...Problem 4.55P:
The three suspender bars are made of A992 steel and have equal cross-sectional areas of 450 mm2....Problem 4.57P:
4-57. The rigid bar is originally horizontal and is supported by two A-36 steel cables each having a...Problem 4.59P:
4-59. Two identical rods AB and CD each have a length L and diameter d, and are used to support the...Problem 4.60P:
*4-60. The assembly consists of two posts AD and CF made of A-36 steel and having a cross-sectional...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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