Solutions for Mechanics of Materials (MindTap Course List)
Problem 8.2.1P:
A spherical balloon is filled with a gas. The outer diameter of the balloon is 20 in. and the...Problem 8.2.2P:
A spherical balloon with an outer diameter of 500 mm and thickness 0.3 mm is filled with a gas....Problem 8.2.3P:
A large spherical tank (see figure) contains gas at a pressure of 420 psi. The tank is 45 ft in...Problem 8.2.4P:
Solve the preceding problem if the internal pressure is 3,85 MPa, the diameter is 20 m, the yield...Problem 8.2.5P:
A hemispherical window (or viewport) in a decompression chamber (see figure) is subjected to an...Problem 8.2.6P:
A rubber ball (sec figure) is inflated to a pressure of 65 kPa. At that pressure, the diameter of...Problem 8.2.7P:
(a) Solve part (a) of the preceding problem if the pressure is 8.5 psi, the diameter is 10 in., the...Problem 8.2.8P:
A spherical steel pressure vessel (diameter 500 mm, thickness 10 mm) is coated with brittle lacquer...Problem 8.2.9P:
A spherical tank of diameter 48 in. and wall thickness 1.75 in. contains compressed air at a...Problem 8.2.10P:
Solve the preceding problem for the following data: diameter LO m, thickness 48 mm, pressure 22 MPa,...Problem 8.2.11P:
A spherical stainless-steel tank having a diameter of 26 in. is used to store propane gas at a...Problem 8.2.12P:
Solve the preceding problem if the diameter is 480 mm, the pressure is 20 MPa, the yield stress in...Problem 8.2.13P:
: A hollow, pressurized sphere having a radius r = 4.8 in, and wall thickness t = 0.4 in. is lowered...Problem 8.3.1P:
A fire extinguisher tank is designed for an internal pressure of 825 psi. The tank has an outer...Problem 8.3.3P:
A scuba t a n k (see fig ure) i s bci ng d e signed fo r an internal pressure of 2640 psi with a...Problem 8.3.4P:
A tall standpipc with an open top (see figure) has diameter d = 2,2 m and wall thickness t = 20 mm,...Problem 8.3.5P:
An inflatable structure used by a traveling circus has the shape of a half-circular cylinder with...Problem 8.3.6P:
A thin-walled cylindrical pressure vessel of a radius r is subjected simultaneously to internal gas...Problem 8.3.7P:
A strain gage is installed in the longitudinal direction on the surface of an aluminum beverage can...Problem 8.3.8P:
A circular cylindrical steel tank (see figure) contains a volatile fuel under pressure, A strain...Problem 8.3.9P:
A cylinder filled with oil is under pressure from a piston, as shown in the figure. The diameter d...Problem 8.3.10P:
Solve the preceding problem if F =90 mm, F = 42 kN, and t = 40°MPaProblem 8.3.11P:
A standpipe in a water-supply system (see figure) is 12 ft in diameter and 6 in. thick. Two...Problem 8.3.12P:
A cylindrical tank with hemispherical heads is constructed of steel sections that are welded...Problem 8.3.13P:
: A cylindrical tank with diameter d = 18 in, is subjected to internal gas pressure p = 450 psi. The...Problem 8.3.14P:
A pressurized steel tank is constructed with a helical weld that makes an angle at = 55" with the...Problem 8.3.15P:
Solve the preceding problem for a welded Tank with a = 62°,r = 19 irM = 0.65 in.,p = 240 psu E = 30...Problem 8.4.1P:
A wood beam with a cross section 4 x 6 in. is simply supported at A and B. The beam has a length of...Problem 8.4.3P:
A simply supported beam is subjected to two point Loads, each P = 500 lb, as shown in the figure....Problem 8.4.4P:
A cantilever beam with a width h = 100 mm and depth h = 150 mm has a length L = 2 m and is subjected...Problem 8.4.5P:
A beam with a width h = 6 in. and depth h = 8 in. is simply supported at A and B. The beam has a...Problem 8.4.6P:
Beam ABC with an overhang BC is subjected to a linearly varying distributed load on span AB with...Problem 8.4.7P:
A cantilever beam(Z, = 6 ft) with a rectangular cross section (/> = 3.5 in., h = 12 in.) supports an...Problem 8.4.8P:
Solve the preceding problem for the following data:P = 160 kN,JV = 200 tN,L = 2 m,b = 95 mm, h = 300...Problem 8.4.9P:
A simple beam with a rectangular cross section (width, 3,5 inL; height, 12 in,) carries a...Problem 8.4.10P:
An overhanging beam ABC has a guided support at A, a rectangular cross section, and supports an...Problem 8.4.11P:
Solve the preceding problem if the stress and dimensions aallow = 2450 pai, L = 80 in., b = 2.5 in,,...Problem 8.4.12P:
A cantilever wood beam with a width b = 100 mm and depth h = 150 mm has a length L = 2 m and is...Problem 8.4.13P:
. A cantilever beam (width b = 3 in. and depth h = 6 in,) has a length L = 5 ft and is subjected to...Problem 8.4.14P:
A beam with a wide-flange cross section (see figure) has the following dimensions: h = 120 mm, r =...Problem 8.4.15P:
A beam with a wide-flange cross section (see figure) has the following dimensions: b = 5 in., t =...Problem 8.4.16P:
A W 200 x 41.7 wide-flange beam (see Table F-l(b), Appendix F) is simply supported with a span...Problem 8.4.17P:
A W 12 x 35 steel beam is fixed at A. The beam has length L = 6 ft and is subjected to a linearly...Problem 8.4.18P:
A W 360 x 79 steel beam is fixed at A. The beam has a length of 2.5 m and is subjected to a linearly...Problem 8.4.19P:
A W 12 X 14 wide-flange beam (see Table F-l(a), Appendix F) is simply supported with a span length...Problem 8.4.20P:
A cantilever beam with a T-section is loaded by an inclined force of magnitude 6.5 kN (see figure),...Problem 8.4.21P:
Beam A BCD has a sliding support at A, roller supports at C and A and a pin connection at B (see...Problem 8.4.22P:
, Solve the preceding problem using the numerical data: /) = 90mm, h = 280 mm, d = 210 mm, q = 14...Problem 8.5.1P:
A W 12 x 35 steel cantilever beam is subjected to an axial load P = 10 kips and a transverse load V...Problem 8.5.2P:
A W 310 x 52 steel beam is subjected to a point load P = 45 kN and a transverse load V = 20 kN at B....Problem 8.5.3P:
A solid circular bar is fixed at point A. The bar is subjected to transverse load V = 70 lb and...Problem 8.5.4P:
A cantilever beam with a width h = 100 mm and depth h = 150 mm has a length L = 2 m and is subjected...Problem 8.5.5P:
Solve the preceding problem using the following data: beam cross section is 100 x 150 mm, length is...Problem 8.5.6P:
A cylindrical tank subjected to internal pressure/? is simultaneously compressed by an axial force F...Problem 8.5.7P:
A cylindrical pressure vessel having a radius r = 14 in. and wall thickness t = 0,5 in, is subjected...Problem 8.5.8P:
A pressurized cylindrical tank with flat ends is loaded by torques T and tensile forces P (sec...Problem 8.5.9P:
A cylindrical pressure vessel with flat ends is subjected to a torque T and a bending moment M (see...Problem 8.5.10P:
The tensional pendulum shown in the figure consists of a horizontal circular disk of a mass M = 60...Problem 8.5.11P:
The hollow drill pipe for an oil well (sec figure) is 6,2 in. in outer diameter and 0.75 in. in...Problem 8.5.12P:
Solve the preceding problem if the diameter is 480 mm, the pressure is 20 MPa, the yield stress in...Problem 8.5.13P:
. A segment of a generator shaft with a hollow circular cross section is subjected to a torque T =...Problem 8.5.14P:
A post having a hollow, circular cross section supports a P = 3.2 kN load acting at the end of an...Problem 8.5.15P:
A sign is supported by a pole of hollow circular cross section, as shown in the figure. The outer...Problem 8.5.16P:
A sign is supported by a pipe (see figure) having an outer diameter 110 mm and inner diameter 90 mm....Problem 8.5.17P:
A traffic light and signal pole is subjected to the weight of each traffic signal We = 45 lb and the...Problem 8.5.18P:
Repeat the preceding problem but now find the stress state on Element A at the base. Let W%= 240 N,...Problem 8.5.19P:
A bracket ABCD having a hollow circular cross section consists of a vertical arm AB{L = 6 ft), a...Problem 8.5.20P:
A gondola on a ski lift is supported by two bent arms, as shown in the figure. Each arm is offset by...Problem 8.5.21P:
Beam A BCD has a sliding support at A, roller supports at C and A and a pin connection at B (see...Problem 8.5.22P:
A double-decker bicycle rack made up of square steel tubing is fixed at A (figure a). The weight of...Problem 8.5.23P:
A semicircular bar AB lying in a horizontal plane is supported at B (sec figure part a). The bar has...Problem 8.5.24P:
Repeat Problem 8.5-22 but replace the square tube column with a circular tube having a wall...Problem 8.5.25P:
An L-shaped bracket lying in a horizontal plane supports a load P = 1501b (see figure). The bracket...Problem 8.5.26P:
A horizontal bracket ABC consists of two perpendicular arms AB of a length 0.75 m and BC of a length...Problem 8.5.27P:
, An arm A BC lying in a horizontal plane and supported at A (see figure) is made of two identical...Problem 8.5.28P:
A crank arm consists of a solid segment of length bxand diameter rf, a segment of length bltand a...Problem 8.5.29P:
A moveable steel stand supports an automobile engine weighing W = 750 lb, as shown in the figure...Problem 8.5.30P:
A mountain bike rider going uphill applies a force P = 65 N to each end of the handlebars AB CD,...Problem 8.5.31P:
Determine the maximum tensile, compressive, and shear stresses acting on the cross section of the...Problem 8.5.33P:
A plumber's valve wrench is used to replace valves in plumbing fixtures. A simplified model of the...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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