EBK MECHANICS OF MATERIALS10th EditionHIBBELER Publisher: PEARSONISBN: 8220102744110
EBK MECHANICS OF MATERIALS
Solutions for EBK MECHANICS OF MATERIALS
Problem 1.2PP:
In each case, determine the largest internal shear force resisted by the bolt. Include all necessary...Problem 1.3PP:
Determine the largest internal normal force in the bar.Problem 1.4PP:
Determine the internal normal force at section A if the rod is subjected to the external uniformally...Problem 1.5PP:
The lever is held to the fixed shaft using the pin AB. If the couple is applied to the lever,...Problem 1.6PP:
The single-V butt joint transmits the force of 5 kN from one bar to the other. Determine the...Problem 1.7FP:
The uniform beam is supported by two rods AB and CD that have cross-sectional areas of 10 mm2 and 15...Problem 1.8FP:
Determine the average normal stress on the cross section. Sketch the normal stress distribution over...Problem 1.9FP:
Determine the average normal stress on the cross section. Sketch the normal stress distribution over...Problem 1.10FP:
If the 600-kN force acts through the centroid of the cross section, determine the location of the...Problem 1.11FP:
Determine the average normal stress at points A, B, and C. The diameter of each segment is indicated...Problem 1.12FP:
Determine the average normal stress in rod AB if the load has a mass of 50 kg. The diameter of rod...Problem 1.31P:
The supporting wheel on a scaffold is held in place on the leg using a 4-mm-diameter pin. If the...Problem 1.32P:
Determine the largest intensity w of the uniform loading that can be applied to the frame without...Problem 1.33P:
The bar has a cross-sectional area A and is subjected to the axial load P. Determine the average...Problem 1.34P:
The small block has a thickness of 0.5 in. If the stress distribution at the support developed by...Problem 1.35P:
If the material fails when the average normal stress reaches 120 psi, determine the largest...Problem 1.36P:
If the block is subjected to a centrally applied force of P = 6 kip, determine the average normal...Problem 1.37P:
The plate has a width of 0.5 m. If the stress distribution at the support varies as shown, determine...Problem 1.38P:
The board is subjected to a tensile force of 200 lb. Determine the average normal and average shear...Problem 1.39P:
The boom has a uniform weight of 600 lb and is hoisted into position using the cable BC. If the...Problem 1.40P:
Determine the average normal stress in each of the 20-mm-diameter bars of the truss. Set P = 40 kN.Problem 1.41P:
If the average normal stress in each of the 20-mm-diameter bars is not allowed to exceed 150 MPa,...Problem 1.42P:
Determine the maximum average shear stress in pin A of the truss. A horizontal force of P = 40 kN is...Problem 1.43P:
If P=5 kN, determine the average shear stress in the pins at A, B, and C. All pins are in double...Problem 1.44P:
Determine the maximum magnitude P of the loads the beam can support if the average shear stress in...Problem 1.45P:
The column is made of concrete having a density of 2.30 Mg/m3. At its top B it is subjected to an...Problem 1.46P:
The beam is supported by two rods AB and CD that have cross-sectional areas of 12 mm2 and 8 mm2,...Problem 1.47P:
The beam is supported by two rods AB and CD that have cross-sectional areas of 12 mm2 and 8 mm2,...Problem 1.48P:
If P = 15 kN, determine the average shear stress in the pins at A, B, and C. All pins are in double...Problem 1.49P:
The railcar docklight is supported by the 18-in.-diameter pin at A. If the lamp weighs 4 lb, and the...Problem 1.50P:
The plastic block is subjected to an axial compressive force of 600 N. Assuming that the caps at the...Problem 1.51P:
The two steel members are joined together using a 30 scarf weld. Determine the average normal and...Problem 1.52P:
The bar has a cross-sectional area of 400(106) m2. If it is subjected to a triangular axial...Problem 1.53P:
The bar has a cross-sectional area of 400(106) m2. If it is subjected to a uniform axial distributed...Problem 1.54P:
The two members used in the construction of an aircraft fuselage are joined together using a 30...Problem 1.55P:
The 2-Mg concrete pipe has a center of mass at point G. If it is suspended from cables AB and AC,...Problem 1.56P:
The 2-Mg concrete pipe has a center of mass at point G. If it is suspended from cables AB and AC,...Problem 1.57P:
The pier is made of material having a specific weight . If it has a square cross section, determine...Problem 1.58P:
Rods AB and BC have diameters of 4 mm and 6 mm, respectively. If the 3 kN force is applied to the...Problem 1.59P:
The uniform bar, having a cross-sectional area of A and mass per unit length of m, is pinned at its...Problem 1.60P:
The bar has a cross-sectional area of 400(106) m2. If it is subjected to a uniform axial distributed...Problem 1.61P:
The bar has a cross-sectional area of 400(106) m2. If it is subjected to a uniform axial distributed...Problem 1.62P:
The prismatic bar has a cross-sectional area A. If it is subjected to a distributed axial loading...Problem 1.63P:
The prismatic bar has a cross-sectional area A. If it is subjected to a distributed axial loading...Problem 1.64P:
The bars of the truss each have a cross-sectional area of 1.25 in2. Determine the average normal...Problem 1.65P:
The bars of the truss each have a cross-sectional area of 1.25 in2. If the maximum average normal...Problem 1.66P:
Determine the largest load P that can be applied to the frame without causing either the average...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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