Solutions for Mechanics of Materials
Problem 1.13FP:
Rods AC and BC are used to suspend the 200-kg mass. If each rod is made of a material for which the...Problem 1.16FP:
If each of the three nails has a diameter of 4 mm and can withstand an average shear stress of 60...Problem 1.17FP:
The strut is glued to the horizontal member at surface AB. If the strut has a thickness of 25 mm and...Problem 1.19FP:
If the eyebolt is made of a material having a yield stress of Y = 250 MPa, determine the minimum...Problem 1.20FP:
If the bar assembly is made of a material having a yield stress of Y = 50 ksi, determine the minimum...Problem 1.21FP:
Determine the maximum force P that can be applied to the rod if it is made of material having a...Problem 1.22FP:
The pin is made of a material having a failure shear stress of fail = 100 MPa. Determine the minimum...Problem 1.23FP:
If the bolt head and the supporting bracket are made of the same material having a failure shear...Problem 1.24FP:
Six nails are used to hold the hanger at A against the column. Determine the minimum required...Problem 1.69P:
If A and B are both made of wood and are 38 in. thick, determine to the nearest 14 in. the smallest...Problem 1.73P:
The steel swivel bushing in the elevator control of an airplane is held in place using a nut and...Problem 1.74P:
1-74. Member B is subjected to a compressive force of 600 lb. If A and B are both made of wood and...Problem 1.77P:
The tension member is fastened together using two bolts, one on each side of the member as shown....Problem 1.78P:
1-78. The 50-kg flowerpot is suspended from wires AB and BC. If the wires have a normal failure...Problem 1.79P:
1-79. The 50-kg flowerpot is suspended from wires AB and BC which have diameters of 1.5 mm and 2 mm,...Problem 1.80P:
*1–80. The thrust bearing consists of a circular collar A fixed lo the shaft B. Determine the...Problem 1.81P:
1-81. The steel pipe is supported on the circular base plate and concrete pedestal. If the normal...Problem 1.82P:
The steel pipe is supported on the circular base plate and concrete pedestal. If the thickness of...Problem 1.83P:
1-83. The 60 mm × 60 mm oak post is supported on the pine block. If the allowable bearing stresses...Problem 1.84P:
*1-84. The frame is subjected to the load of 4 kN which acts on member ABD at D. Determine the...Problem 1.86P:
The two aluminum rods support the vertical force of P = 20 kN. Determine their required diameters if...Problem 1.87P:
The two aluminum rods AB and AC have diameters of 10 mm and 8 mm, respectively. Determine the...Problem 1.88P:
The compound wooden beam is connected together by a bolt at B. Assuming that the connections at A,...Problem 1.89P:
Determine the required minimum thickness t of member AB and edge distance b of the frame if P = 9...Problem 1.90P:
Determine the maximum allowable load P that can be safely supported by the frame if t = 1.25 in. and...Problem 1.92P:
*1-92. If the allowable hearing stress for the material under the supports at A and B (?b)allow =...Problem 1.93P:
The rods AB and CD are made of steel. Determine their smallest diameter so that they can support the...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
Book Details
For undergraduate Mechanics of Materials courses in Mechanical, Civil, and Aerospace Engineering departments. Containing Hibbeler’s hallmark student-oriented features, this text is in four-color with a photorealistic art program designed to help students visualize difficult concepts. A clear, concise writing style and more examples than any other text further contribute to students’ ability to master the material.
Sample Solutions for this Textbook
We offer sample solutions for Mechanics of Materials 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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