Mechanics of Materials (MindTap Course ...9th EditionBarry J. Goodno, James M. Gere Publisher: Cengage LearningISBN: 9781337093347
Mechanics of Materials (MindTap Course ...
Solutions for Mechanics of Materials (MindTap Course List)
Problem 10.3.1P:
A propped cantilever steel beam is constructed from a W12 × 35 section. The beam is loaded by its...Problem 10.3.2P:
A fixed-end b earn is subjected to a point load at mid-span. The beam has a rectangular cross...Problem 10.3.3P:
A propped cantilever beam AB of a length L is loaded by a counterclockwise moment M0acting at...Problem 10.3.4P:
A fixed-end beam AB of a length L supports a uniform load of intensity q (see figure). Beginning...Problem 10.3.5P:
A cantilever beam AB of a length L has a fixed support at A and a roller support at B (see figure)....Problem 10.3.6P:
A cantilever beam of a length L and loaded by a uniform load of intensity q has a fixed support at A...Problem 10.3.7P:
A cantilever beam has a length L and is loaded by a triangularly distributed load of maximum...Problem 10.3.8P:
A propped cantilever beam of a length L is loaded by a parabolically distributed load with a maximum...Problem 10.3.9P:
A propped cantilever beam of a length L is loaded by a parabolically distributed load with a maximum...Problem 10.3.10P:
A fixed-end beam of a length L is loaded by a distributed load in the form of a cosine curve with a...Problem 10.3.11P:
A fixed-end b earn of a length L is loaded by a distributed load in the form of a cosine curve with...Problem 10.3.12P:
A fixed-end beam of a length L is loaded by triangularly distributed load of a maximum intensity...Problem 10.3.13P:
A counterclockwise moment M0acts at the midpoint of a fixed-end beam ACB of length L (see figure)....Problem 10.3.14P:
A propped cantilever beam of a length L is loaded by a concentrated moment M0at midpoint C Use the...Problem 10.3.15P:
A propped cantilever beam is subjected to uniform load q. The beam has flexural rigidity EI = 2000...Problem 10.3.16P:
Repeat Problem 10.3-15 using L = 3.5 m, max = 3 mm, and EI = 800 kN·m2.Problem 10.4.1P:
A two-span, continuous wood girder (E = 1700 ksi) supports a roof patio structure (figure part a). A...Problem 10.4.2P:
A fixed-end beam AB carries point load P acting at point C. The beam has a rectangular cross section...Problem 10.4.3P:
A fixed-end beam AB supports a uniform load of intensity q = 75 lb/ft acting over part of the span....Problem 10.4.4P:
-4-4 A cantilever beam is supported at B by cable BC. The beam carries a uniform load q = 200 N/M....Problem 10.4.5P:
A propped cantilever beam AB of a length L carries a concentrated load P acting at the position...Problem 10.4.6P:
A beam with a sliding support at B is loaded by a uniformly distributed load with intensity q. Use...Problem 10.4.7P:
A propped cantilever beam of a length 2L with a support at B is loaded by a uniformly distributed...Problem 10.4.8P:
The continuous frame ABC has a pin support at /l, roller supports at B and C, and a rigid corner...Problem 10.4.9P:
The continuous frame ABC has a pin support at A, roller supports at B and C and a rigid corner...Problem 10.4.10P:
Beam AB has a pin support at A and a roller support at B Joint B is also restrained by a linearly...Problem 10.4.11P:
The continuous frame ABCD has a pin support at B: roller supports at A,C, and D; and rigid corner...Problem 10.4.12P:
Two flat beams AB and CD, lying in horizontal planes, cross at right angles and jointly support a...Problem 10.4.13P:
-4-13 A propped cantilever beam of a length 2L is loaded by a uniformly distributed load with...Problem 10.4.14P:
A propped cantilever beam of a length 2L is loaded by a uniformly distributed load with intensity q....Problem 10.4.15P:
Determine the fixed-end moments (MAand MB) and fixed-end forces (R4and Rs) for a beam of length L...Problem 10.4.16P:
A continuous beam ABC wit h two unequal spans, one of length L and one of length 2L, supports a...Problem 10.4.17P:
Beam ABC is fixed at support A and rests (at point B) upon the midpoint of beam DE (see part a of...Problem 10.4.18P:
A propped cantilever beam has flexural rigidity EI =4.5MN·m2. When the loads shown are applied to...Problem 10.4.19P:
A triangularly distributed 1oad with a maximum intensity of q0= 10 lb/ft acts on propped cantilever...Problem 10.4.20P:
A fixed-end beam is loaded by a uniform load q = 15 kN/m and a point load P = 30 kN at mid-span. The...Problem 10.4.21P:
Uniform load q = 10 lb/ft acts over part of the span of fixed-end beam AB (see figure). Upward load...Problem 10.4.22P:
A propped cantilever beam with a length L = 4 m is subjected to a trapezoidal load with intensities...Problem 10.4.23P:
A cant i levé r b ea m i s supported by a tie rod at B as shown. Both the tie rod and the beam are...Problem 10.4.24P:
The figure shows a nonprismatic, propped cantilever beam AB with flexural rigidity 2EI from A to C...Problem 10.4.25P:
A beam ABC is fixed at end A and supported by beam DE at point B (sec figure). Both beams have the...Problem 10.4.26P:
A three-span continuous beam A BCD with three equal spans supports a uniform load of intensity q...Problem 10.4.27P:
A beam rests on supports at A and B and is loaded by a distributed load with intensity q as shown. A...Problem 10.4.28P:
A propped cantilever beam is subjected to two triangularly distributed loads, each with a peak load...Problem 10.4.29P:
A propped cantilever beam is loaded by a triangular distributed load from A to C (sec figure). The...Problem 10.4.30P:
A fixed-end beam AB of a length L is subjected to a moment M0acting at the position shown in the...Problem 10.4.31P:
A temporary wood flume serving as a channel for irrigation water is shown in the figure. The...Problem 10.4.32P:
Two identical, simply supported beams AB and CD are placed so that they cross each other at their...Problem 10.4.33P:
The cantilever beam AB shown in the figure is an S6 × 12.5 steel I-beam with E = 30 × 106 psi. The...Problem 10.4.34P:
The beam AB shown in the figure is simply supported at A and B and supported on a spring of...Problem 10.4.35P:
The continuous frame ABC has a fixed support at A, a roller support at C, and a rigid corner...Problem 10.4.36P:
The continuous frame ABC has a pinned support at A, a sliding support at C, and a rigid corner...Problem 10.4.37P:
A wide-flange beam ABC rests on three identical spring supports at points A, B, and C (see figure)....Problem 10.4.38P:
A fixed-end beam AB of a length L is subjected to a uniform load of intensity q acting over the...Problem 10.4.39P:
A beam supporting a uniform load of intensity q throughout its length rests on pistons at points A,...Problem 10.4.40P:
A thin steel beam AB used in conjunction with an electromagnet in a high-energy physics experiment...Problem 10.4.41P:
Find an expression for required moment MA(in terms of q and L) that will result in rotation A= 0 due...Problem 10.4.42P:
Repeat Problem 10.4-41 for the loading shown in the figure.Problem 10.4.43P:
A propped cantilever beam is loaded by two different load patterns (see figures a and b). Assume...Problem 10.5.1P:
A cable CD of a length H is attached to the third point of a simple beam AB of a length L (see...Problem 10.5.2P:
A propped cantilever beam, fixed at the left-hand end A and simply supported at the right-hand end...Problem 10.5.3P:
Solve t he preceding problem by integrating the differential equation of the deflection curve.Problem 10.5.4P:
A two-span beam with spans of lengths L and L/3 is subjected to a temperature differential with...Problem 10.5.5P:
Solve the preceding problem by integrating the differential equation of the deflection curve.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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Specter Is Haunting Texas
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