Mechanics of Materials10th EditionHIBBELER Publisher: PEARSONISBN: 9780134321158
Mechanics of Materials
Solutions for Mechanics of Materials
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 4.1P:
The A992 steel rod is subjected to the loading shown. If the cross-sectional area of the rod is 80...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:
The 2014-T6 aluminium rod has a diameter of 30 mm and supports the load shown Determine the...Problem 4.6P:
The A-36 steel drill shaft of an oil well extends 12 000 ft into the ground. Assuming that the pipe...Problem 4.7P:
The truss is made of three A-36 steel members, each having a cross-sectional area of 400 mm2....Problem 4.8P:
The truss is made of three A-36 steel members, each having a cross-sectional area of 400 mm2....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 4.14P:
The post is made of Douglas fir and has a diameter of 100 mm. If it is subjected to the load of 20...Problem 4.15P:
The post is made of Douglas fir and has a diameter of 100 mm. If it is subjected to the load of 20...Problem 4.16P:
The coupling rod is subjected to a force of 5 kip. Determine the distanced between C and E...Problem 4.17P:
The pipe is stuck in the ground so that when it is pulled upward the frictional force along its...Problem 4.18P:
The is made of three pin-connected A992 steel members, each having a diameter of in if 114in if a...Problem 4.19P:
The linkage is made of three pin connected A992 steel members, each having a diameter of 114 in....Problem 4.20P:
The assembly consists of three titanium (Ti-6A1-4V) rods and a rigid bar AC. The cross-sectional...Problem 4.21P:
The rigid beam is supported at its ends by two A-36 steel tie rods. If the allowable stress for the...Problem 4.22P:
The rigid beam is supported at its ends by two A-36 steel tie rods. The rods have diameters dAB =...Problem 4.23P:
The steel bar has the original dimensions shown in the figure. If it is subjected to an axial load...Problem 4.24P:
Determine the relative displacement of one end of the tapered plate with respect to the other end...Problem 4.25P:
The assembly consists of two rigid bars that are originally horizontal. They are supported by pins...Problem 4.26P:
The truss consists of three members, each made from A-36 steel and having a cross-sectional area of...Problem 4.28P:
The observation cage C has a weight of 250 kip and through a system of gears, travels upward at...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 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
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Mechanics of Materials
7th Edition
ISBN: 9780132209915
Mechanics Of Materials Si Units
7th Edition
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Structural Analysis
7th Edition
ISBN: 9780136020301
Structural Analysis, 7th, Instructor's Solution Manual
7th Edition
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Structural Analysis Si
7th Edition
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CODE/MINES MECHANICS MATERIALS >IC<
16th Edition
ISBN: 9781323168950
Mechanics Of Materials
9th Edition
ISBN: 9789332518605
Mechanics of Materials
9th Edition
ISBN: 9780133409321
Mechanics Of Materials, Si Edition
9th Edition
ISBN: 9789810694364
Structural Analysis In Si Units
9th Edition
ISBN: 9781292089461
Structural Analysis Plus Masteringengineering With Pearson Etext, Si Edition
9th Edition
ISBN: 9781292089560
Structural Analysis In Si Units 9th Edition
9th Edition
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MECHANICS OF MATERIALS-TEXT
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ISBN: 2810014920922
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9th Edition
ISBN: 9780133254426
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ISBN: 9780133356120
MECHANICS OF MATERIALS (LOOSE)-W/ACCESS
10th Edition
ISBN: 9780134583228
Mechanics of Materials (Custom)
16th Edition
ISBN: 9781323178867
Mechanics of Materials (10th Edition)
10th Edition
ISBN: 9780134319650
Mechanics of Materials, Student Value Edition Plus Mastering Engineering with Pearson eText -- Access Card Package (10th Edition)
10th Edition
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EBK MECHANICS OF MATERIALS
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Mechanics of Materials (10th Edition)
10th Edition
ISBN: 9780134321141
Mechanics of Materials Plus Mastering Engineering with Pearson eText - Access Card Package (10th Edition)
10th Edition
ISBN: 9780134518121
Mechanics of Materials, Student Value Edition (10th Edition)
10th Edition
ISBN: 9780134321189
Structural Analysis In Si Units
10th Edition
ISBN: 9781292247137
Modified Mastering Engineering with Pearson eText -- Standalone Access Card -- for Mechanics of Materials
10th Edition
ISBN: 9780134321271
Mastering Engineering with Pearson eText -- Standalone Access Card -- for Mechanics of Materials
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MASTERING ENGINEERING WITH PEARSON
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MECHANICS OF MATERIALS
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ISBN: 2818440034374
MECHANICS OF MATERIAL IN SI UNITS
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11th Edition
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Mechanics of Materials
8th Edition
ISBN: 9780136022305
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