Mechanics of Materials10th EditionHIBBELER Publisher: PEARSONISBN: 9780134321158
Mechanics of Materials
Solutions for Mechanics of Materials
Problem 4.31P:
The column is constructed from high-strength concrete and eight A992 steel reinforcing rods. If the...Problem 4.32P:
The column is constructed from high-strength concrete and eight A992 steel reinforcing rods. If the...Problem 4.33P:
The A-36 steel pipe has a 6061-T6 aluminum core. It is subjected to a tensile force of 200 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 4.38P:
The load of 2000 lb is to be supported by the two vertical steel wires for which = 70 ksi....Problem 4.39P:
The load of 2000 lb is to be supported by the two vertical steel wires for which = 70 ksi....Problem 4.40P:
The A-36 steel pipe has an outer radius of 20 mm and an inner radius of 15 mm. If it fits snugly...Problem 4.41P:
The 10-mm-diameter steel bolt is surrounded by a bronze sleeve. The outer diameter of this sleeve is...Problem 4.42P:
The 10-mm-diameter steel bolt is surrounded by a bronze sleeve. The outer diameter of this sleeve 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:
The rigid beam is supported by the three suspender bars. Bars AB and EF are made of aluminum and bar...Problem 4.45P:
The bolt AB has a diameter of 20 mm and passes through a sleeve that has an inner diameter of 40 mm...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 4.49P:
The rigid bar is pinned at A and supported by two aluminum rods, each having a diameter of 1 in., a...Problem 4.50P:
The rigid bar is pinned at A and supported by two aluminum rods, each having a diameter of 1 in., a...Problem 4.51P:
The rigid bar is pinned at A and supported by two aluminum rods, each having a diameter of 1 in. and...Problem 4.52P:
The rigid bar is pinned at A and supported by two aluminum rods, each having a diameter of 1 in. and...Problem 4.53P:
The 2014-T6 aluminum rod AC is reinforced with the firmly bonded A992 steel tube BC. If the assembly...Problem 4.54P:
The 2014-T6 aluminum rod AC is reinforced with the firmly bonded A992 steel tube BC. When no load is...Problem 4.55P:
The three suspender bars are made of A992 steel and have equal cross-sectional areas of 450 mm2....Problem 4.56P:
The three A-36 steel wires each have a diameter of 2 mm and unloaded lengths of LAC = 1.60 m and LAB...Problem 4.57P:
The A-36 steel wires AB and AD each have a diameter of 2 mm and unloaded lengths of each wire are...Problem 4.58P:
The post is made from 6061-T6 aluminum and has a diameter of 50 mm. It is fixed supported at A and...Problem 4.59P:
The post is made from 6061-T6 aluminum and has a diameter of 50 mm. It is fixed supported at A and...Problem 4.60P:
The bracket is held to the wall using three A-36 steel bolts at B, C, and D. Each bolt has a...Problem 4.61P:
The bracket is held to the wall using three A-36 steel bolts at B, C, and D. Each bolt has a...Problem 4.62P:
If each of the posts has an unloaded length of 1 m and a cross-sectional area of 600 mm2, and the...Problem 4.63P:
The rigid bar is supported by the two short white spruce wooden posts and a spring. If each of the...Problem 4.64P:
The assembly consists of two posts AB and CD each made from material 1 having a modulus of...Problem 4.65P:
The assembly consists of two posts AB and CD each made from material 1 having a modulus of elas A1,...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
Sample Solutions for this Textbook
We offer sample solutions for Mechanics of Materials homework problems. See examples below:
More Editions of This Book
Corresponding editions of this textbook are also available below:
Mechanics of Materials
7th Edition
ISBN: 9780132209915
Mechanics Of Materials Si Units
7th Edition
ISBN: 9789810679941
Structural Analysis
7th Edition
ISBN: 9780136020301
Structural Analysis, 7th, Instructor's Solution Manual
7th Edition
ISBN: 9780136020622
Structural Analysis Si
7th Edition
ISBN: 9789810680077
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
ISBN: 9789332586147
MECHANICS OF MATERIALS-TEXT
9th Edition
ISBN: 2810014920922
Mechanics of Materials
9th Edition
ISBN: 9780133254426
Mechanics of Materials-Access
9th Edition
ISBN: 9780133402735
Mechanics of Materials-Access
9th Edition
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
ISBN: 9780134326054
EBK MECHANICS OF MATERIALS
10th Edition
ISBN: 8220102744110
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
10th Edition
ISBN: 9780134321288
MASTERING ENGINEERING WITH PEARSON
10th Edition
ISBN: 9780134325262
MECHANICS OF MATERIALS
10th Edition
ISBN: 2818440034374
MECHANICS OF MATERIAL IN SI UNITS
10th Edition
ISBN: 9781292178202
Mechanics of Materials/Book and Disk
2nd Edition
ISBN: 9780023544453
MECHANICS OF MATERIALS
4th Edition
ISBN: 9780130164674
MECHANICS OF MATERIALS
11th Edition
ISBN: 9780137605521
STANDALONE CODE MECHANICS OF MATERIALS-M
11th Edition
ISBN: 9780137605200
MECHANICS OF MATERIALS
11th Edition
ISBN: 9780137605385
Mechanics of Materials
11th Edition
ISBN: 9780137605460
Mechanics of Materials
11th Edition
ISBN: 9780137605514
Mechanics of Materials
8th Edition
ISBN: 9780136022305
Related Mechanical Engineering Textbooks with Solutions
Still sussing out bartleby
Check out a sample textbook solution.
