Solutions for Mechanics of Materials (MindTap Course List)
Problem 4.3.1P:
Calculate the shear force V and bending moment Mata cross section just to the right of the 800 lb...Problem 4.3.2P:
Determine the shear force V and bending moment M just right of the 6 kN load on the simple beam AB...Problem 4.3.3P:
Determine the shear force V and bending moment M at the midpoint of the beam with overhangs (see...Problem 4.3.4P:
Calculate the shear force V and bending moment M at a cross section located just right of the 4 kN...Problem 4.3.5P:
Consider the beam with an overhang shown in the figure. Determine the shear force V and bending...Problem 4.3.6P:
The beam ABC shown in the figure is simply supported at A and B and has an overhang from B to C. The...Problem 4.3.7P:
The beam ABCD shown in the figure has overhangs at each end and carries a uniform load of intensity...Problem 4.3.8P:
At a full d raw, an archer applies a pull of 130 N to the bowstring of the bow shown in the figure....Problem 4.3.9P:
A curved bar ABC is subjected to loads in the form of two equal and opposite forces P, as shown in...Problem 4.3.10P:
Under cruising conditions, the distributed load acting on the wing of a small airplane has the...Problem 4.3.11P:
A beam ABCD with a vertical arm CE is supported as a simple beam al A and D (see figure part a). A...Problem 4.3.12P:
A simply supported beam AB supports a trapezoid ally distributed load (see figure). The intensity of...Problem 4.3.13P:
Beam ABCD represents a reinforced-concrete foundation beam that supports a uniform load of intensity...Problem 4.3.14P:
Find shear (V) and moment (M) at x = 3L/4 for the beam shown in Fig. a. Let MA= 24 kN m,P = 48 kN, L...Problem 4.3.15P:
Find expressions for shear force V and moment M at mid-span of beam AB in terms of peak load...Problem 4.3.16P:
Find expressions for shear force V and moment Mat x = 2L/3 of beam (a) in terms of peak load...Problem 4.3.17P:
Find expressions for shear force V and moment Mat x = 2L/3 of beam (a) in terms of peak load...Problem 4.3.18P:
Find expressions for shear force V and moment M at x = x0of beam AB in terms of peak load intensity...Problem 4.3.19P:
Find expressions for shear force V and moment M at x = x0of beam AB in terms of peak load intensity...Problem 4.3.20P:
Find expressions for shear force V and moment M at x = L/2 of beam BC. Express V and M in term s of...Problem 4.3.21P:
A cable with force P is attached to a frame at A and runs over a frictionless pulley at D. Find...Problem 4.3.22P:
Find expressions for shear force V and moment M at v = L/2 of beam AB in structure (a). Express V...Problem 4.3.23P:
A cable with force P is attached to a frame at D and runs over a frictionless pulley at A Find...Problem 4.3.24P:
Frame ABCD carries two concentrated loads (2P at T and P at ZX see figure) and also a linearly...Problem 4.3.25P:
Frame ABC has a moment release just left of joint B. Find axial force N, shear force V, and moment M...Problem 4.3.26P:
The simply supported beam ABCD is loaded by a weight W = 27 kN through the arrangement shown in the...Problem 4.3.27P:
The centrifuge shown in the figure rotates in a horizontal plane (the x-y plane) on a smooth surface...Problem 4.5.1P:
Draw the shear-Force and bending-moment diagrams for a simple beam AB supporting two equal...Problem 4.5.2P:
A simple beam AB is subjected to a counter clockwise couple of moment M1acting at distance a from...Problem 4.5.3P:
Draw the shear-force and bending-moment diagrams for a cantilever beam AB carrying a uniform load of...Problem 4.5.4P:
The cantilever beam AB shown in the figure is subjected to a concentrated load P at the midpoint and...Problem 4.5.5P:
Cantilever beam AB carries an upward uniform load of intensity q1from x = 0 to L/2 (see Fig. a) and...Problem 4.5.6P:
The simple beam AB shown in the figure is subjected to a concentrated load P and a clockwise couple...Problem 4.5.7P:
A simple beam AB subjected to couples M1and 3M2 acting at the third points is shown in the figure....Problem 4.5.8P:
A simply supported beam ABC is loaded by a vertical load P acting at the end of a bracket BDE (see...Problem 4.5.9P:
A simply supported beam ABC is loaded at the end of a bracket BDE (see figure). Draw axial-force,...Problem 4.5.10P:
A beam ABC is simply supported at A and B and has an overhang BC (see figure). The beam is loaded by...Problem 4.5.11P:
Beam ABCD is simply supported at B and C and has overhangs at each end (see Fig, a). The span length...Problem 4.5.12P:
Draw the shear-force and bending-moment diagrams for a cantilever beam AB acted upon by two...Problem 4.5.13P:
The simple beam AB supports a triangular load of maximum intensity q0= 10 lb/in. acting over...Problem 4.5.14P:
The beam AB shown in the figure supports a uniform load of intensity 3000 N/m acting over half the...Problem 4.5.15P:
A cantilever beam AB supports a couple and a concentrated load, as shown in the figure. Draw the...Problem 4.5.16P:
The cantilever beam A B shown in the figure is subjected to a triangular load acting over one-half...Problem 4.5.17P:
Beam ABC has simple supports at .A and B. an overhang BC and the distributed loading shown in the...Problem 4.5.18P:
Beam ABC with an overhang at one end supports a partial uniform load of intensity 12 kN/m and a...Problem 4.5.19P:
Consider the two beams shown in the figures. Which beam has the larger maximum moment? First, find...Problem 4.5.20P:
The three beams in the figure have the same loading. However, one has a moment release just to the...Problem 4.5.21P:
The beam ABC shown in the figure is simply supported at A and B and has an overhang from B to C Draw...Problem 4.5.22P:
A simple beam AB is loaded by two segments of uniform load and two horizontal and vertical forces...Problem 4.5.23P:
Two beams (see figure) are loaded the same and have the same support conditions. However, the...Problem 4.5.24P:
The beam A BCD shown in the figure has overhangs that extend in both directions for a distance of...Problem 4.5.25P:
A beam ABCD with a vertical arm CE is supported as a simple beam at .1 and D (see figure). A cable...Problem 4.5.26P:
Beams ABC and CD are supported at A,C, and D and are joined by a hinge (or moment release) just to...Problem 4.5.27P:
The simple beam ACE shown in the figure is subjected to a triangular load of maximum intensity q0=...Problem 4.5.28P:
A beam with simple supports is subjected to a trapezoidally distributed load (see figure). The...Problem 4.5.29P:
A beam of length L is designed to support a uniform load of intensity q (see figure). If the...Problem 4.5.30P:
The compound beam ABCDE shown in the figure consists of two beams (AD and DE) joined by a hinged...Problem 4.5.31P:
Draw the shear-force and bending-moment diagrams for beam AB with a sliding support at A and an...Problem 4.5.32P:
The shear-force diagram for a simple beam is shown in the figure. Determine the loading on the beam...Problem 4.5.33P:
The shear-force diagram for a beam is shown in the figure. Assuming that no couples act as loads on...Problem 4.5.34P:
A compound beam (see figure) has an internal moment release just to the left of B and a shear...Problem 4.5.35P:
A compound beam (see figure) has an shear release just to the left of C and a moment release just to...Problem 4.5.36P:
A simple beam AB supports two connected wheel loads 3P and 2P that are a distance d apart (see...Problem 4.5.37P:
The inclined beam represents a ladder with the Following applied loads: the weight (W) of the house...Problem 4.5.38P:
Beam ABC is supported by a tie rod CD as shown. Two configurations are possible: pin support at A...Browse All Chapters of This Textbook
Chapter 1 - Tension, Compression, And ShearChapter 2 - Axially Loaded MembersChapter 3 - TorsionChapter 4 - Shear Forces And Bending MomentsChapter 5 - Stresses In Beams (basic Topics)Chapter 6 - Stresses In Beams (advanced Topics)Chapter 7 - Analysis Of Stress And StrainChapter 8 - Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)Chapter 9 - Deflections Of BeamsChapter 10 - Statically Indeterminate Beams
Book Details
Give students a rigorous, complete, and integrated treatment of the mechanics of materials -- an essential subject in mechanical, civil, and structural engineering. This leading text, Goodno/Gere's MECHANICS OF MATERIALS, 9E, examines the analysis and design of structural members subjected to tension, compression, torsion, and bending -- laying the foundation for further study.
Sample Solutions for this Textbook
We offer sample solutions for Mechanics of Materials (MindTap Course List) homework problems. See examples below:
Chapter 1, Problem 1.3.1PChapter 1, Problem 1.3.5PChapter 1, Problem 1.3.13PChapter 1, Problem 1.3.14PChapter 1, Problem 1.3.26PChapter 1, Problem 1.3.27PChapter 1, Problem 1.3.29PChapter 1, Problem 1.3.30PChapter 1, Problem 1.3.31P
Chapter 1, Problem 1.3.32PChapter 1, Problem 1.4.13PChapter 1, Problem 1.8.6PChapter 1, Problem 1.8.13PChapter 1, Problem 1.9.14PChapter 2, Problem 2.2.1PChapter 2, Problem 2.2.13PChapter 2, Problem 2.2.16PChapter 2, Problem 2.2.20PChapter 2, Problem 2.3.6PChapter 2, Problem 2.3.7PChapter 2, Problem 2.3.26PChapter 2, Problem 2.4.4PChapter 2, Problem 2.4.7PChapter 2, Problem 2.4.8PChapter 2, Problem 2.4.9PChapter 2, Problem 2.4.16PChapter 2, Problem 2.5.21PChapter 2, Problem 2.5.25PChapter 2, Problem 2.5.28PChapter 2, Problem 2.6.11PChapter 2, Problem 2.6.21PChapter 2, Problem 2.7.7PChapter 3, Problem 3.2.1PChapter 3, Problem 3.4.3PChapter 3, Problem 3.4.8PChapter 3, Problem 3.4.15PChapter 3, Problem 3.4.21PChapter 3, Problem 3.4.22PChapter 3, Problem 3.5.13PChapter 3, Problem 3.8.9PChapter 3, Problem 3.8.11PChapter 3, Problem 3.8.14PChapter 3, Problem 3.8.15PChapter 3, Problem 3.8.16PChapter 3, Problem 3.8.18PChapter 4, Problem 4.3.1PChapter 4, Problem 4.5.2PChapter 4, Problem 4.5.11PChapter 4, Problem 4.5.14PChapter 4, Problem 4.5.27PChapter 4, Problem 4.5.29PChapter 4, Problem 4.5.39PChapter 5, Problem 5.4.1PChapter 5, Problem 5.5.23PChapter 5, Problem 5.5.25PChapter 5, Problem 5.5.26PChapter 5, Problem 5.5.28PChapter 5, Problem 5.5.30PChapter 5, Problem 5.6.5PChapter 5, Problem 5.6.11PGiven: P=12 kNL=1.25 m.bA=60 mmbB=80 mmhB=120 mmM0=10 kN⋅m Calculate the maximum bending stress....Chapter 5, Problem 5.9.6PChapter 5, Problem 5.10.1PChapter 5, Problem 5.10.2PChapter 5, Problem 5.10.3PChapter 5, Problem 5.10.4PChapter 5, Problem 5.11.11PChapter 6, Problem 6.2.1PChapter 6, Problem 6.2.6PChapter 6, Problem 6.2.8PChapter 6, Problem 6.2.13PChapter 6, Problem 6.2.14PChapter 6, Problem 6.2.15PChapter 6, Problem 6.2.16PChapter 6, Problem 6.3.9PChapter 6, Problem 6.3.16PChapter 6, Problem 6.8.3PChapter 6, Problem 6.9.10PChapter 7, Problem 7.2.1PChapter 7, Problem 7.5.10PChapter 7, Problem 7.5.12PChapter 7, Problem 7.5.13PChapter 7, Problem 7.5.14PChapter 7, Problem 7.6.3PChapter 7, Problem 7.6.4PChapter 7, Problem 7.6.5PChapter 7, Problem 7.6.6PGiven information: The normal stress of the nylon element along the x axis is − 3.9 MPa , normal...Chapter 7, Problem 7.7.1PChapter 7, Problem 7.7.3PChapter 7, Problem 7.7.17PGiven: Stress along x direction is −150 MPaand stress along y direction is −210 MPaand shear stress...Chapter 7, Problem 7.7.31PChapter 8, Problem 8.2.1PChapter 8, Problem 8.4.9PChapter 8, Problem 8.4.14PChapter 8, Problem 8.4.15PChapter 8, Problem 8.4.16PChapter 8, Problem 8.4.19PChapter 8, Problem 8.5.7PChapter 8, Problem 8.5.24PChapter 8, Problem 8.5.34PChapter 9, Problem 9.2.1PChapter 9, Problem 9.3.23PChapter 9, Problem 9.4.10PChapter 9, Problem 9.5.18PChapter 9, Problem 9.5.23PChapter 9, Problem 9.5.37PChapter 9, Problem 9.6.10PChapter 9, Problem 9.7.2PChapter 9, Problem 9.7.3PChapter 9, Problem 9.7.4PChapter 9, Problem 9.7.5PChapter 9, Problem 9.7.6PChapter 9, Problem 9.7.8PChapter 9, Problem 9.7.12PChapter 10, Problem 10.3.1PChapter 10, Problem 10.4.9PChapter 10, Problem 10.4.11PChapter 10, Problem 10.4.21PChapter 10, Problem 10.4.37PChapter 10, Problem 10.4.40PChapter 10, Problem 10.5.5PChapter 11, Problem 11.2.1PChapter 11, Problem 11.3.23PChapter 11, Problem 11.3.25PChapter 11, Problem 11.3.27PChapter 11, Problem 11.4.3PChapter 11, Problem 11.4.4PChapter 11, Problem 11.4.5PGiven: E=200 GPa L= 7.5 m Factor of of safety = 2.5 Column type: W250×89 Concept Used: Factor of...Chapter 11, Problem 11.4.10PGiven Information: The outside diameter of the steel pipe column, do =4.5 in. The thickness of the...Given Information: The length of the column, L = 3.5 m The allowable load, P = 130 kN The value of...Given Information: The length of the column, L = 3. 0m The allowable load, P = 800kN The value of...Given: The outside diameter of the pipe is d2=80 mm and inside diameter of the pipe is d1=72 mm ....
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Mechanics of Materials
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Specter Is Haunting Texas
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