MECHANICS OF MATERIALS-TEXT9th EditionHIBBELER Publisher: PEARSONISBN: 2810014920922
MECHANICS OF MATERIALS-TEXT
Solutions for MECHANICS OF MATERIALS-TEXT
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
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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