Solutions for Applied Statics and Strength of Materials (6th Edition)
Problem 5.1P:
through 5.7 Calculate the forces in all members of the trusses shown, using the method of joints.Problem 5.15P:
A pin-connected A-frame supports a load, as shown. Compute the pin reactions at all of the pins....Problem 5.16P:
Determine the pin reactions at pins A, B, and C in the frame shown. Neglect the weights of the...Problem 5.18P:
A bracket is pin connected at points A, B, and D and is subjected to loads, as shown. Calculate the...Problem 5.19P:
A pin-connected frame is loaded, as shown. Calculate the pin reactions at A, B, and C. Neglect the...Problem 5.20P:
The cylinder shown has a mass of 500 kg. Determine the force in member AB and the pin reaction at C....Problem 5.21P:
A simple frame is pin connected at points A, B, and C and is subjected to loads as shown. Compute...Problem 5.22P:
Using the method of sections, determine the forces in CE and ED in the vertical truss of Problem...Problem 5.23P:
Using the method of sections, determine the forces in members BD and BE of the truss shown.Problem 5.24SP:
through 5.31 Calculate the forces in all members of the trusses shown, using the method of joints.Problem 5.25SP:
Calculate the forces in all members of the trusses shown, using the method of joints.Problem 5.26SP:
Calculate the forces in all members of the trusses shown, using the method of joints.Problem 5.27SP:
Calculate the forces in all members of the trusses shown, using the method of joints.Problem 5.28SP:
Calculate the forces in all members of the trusses shown, using the method of joints.Problem 5.29SP:
Calculate the forces in all members of the trusses shown, using the method of joints.Problem 5.30SP:
Calculate the forces in all members of the trusses shown, using the method of joints.Problem 5.31SP:
Calculate the forces in all members of the trusses shown, using the method of joints.Problem 5.32SP:
For Problems 5.32 through 5.38, calculate the forces in the indicated members of the trusses shown....Problem 5.33SP:
For Problem 5.32 through 5.38, Calculate the forces in the indicated members of the trusses shown....Problem 5.34SP:
For Problems 5.32 through 5.38, calculate the forces in the indicated members of the trusses shown....Problem 5.35SP:
For Problems 5.32 through 5.38, calculate the forces in the indicated members of the trusses shown....Problem 5.36SP:
For Problem 5.32 through 5.38 , Calculate the forces in the indicated members of the trusses shown....Problem 5.37SP:
For Problems 5.32 through 5.38, calculate the forces in the indicated members of the trusses shown....Problem 5.38SP:
For Problems 5.32 through 5.38, calculate the forces in the indicated members of the trusses shown....Problem 5.39SP:
A pin-connected crane framework is loaded and supported, as shown. The member weights are post, 700...Problem 5.40SP:
Calculate the pin reactions at pins A, B, and D in the frame shownn. Neglect the weights of the...Problem 5.41SP:
Determine the pin reactions at pins A, B, and C in the frame shown. Neglect the weights of the...Problem 5.42SP:
The wall bracket shown is pin-connected at points A, B, and C. Calculate the pin reactions at these...Problem 5.44SP:
The A-frame shown is pin-connected at A,B,C, and D. The surface at E is level and frictionless....Problem 5.45SP:
The tongs shown are used to grip an object. For an input force of 12 lb on each handle, determine...Problem 5.46SP:
A toggle joint is a mechanism by which a comparatively small force P produces or balances a force F...Browse All Chapters of This Textbook
Chapter 1 - IntroductionChapter 2 - Principal Of StaticsChapter 3 - Resultants Of Coplanar Force SystemsChapter 4 - Equilibrium Of Coplanar Force SystemsChapter 5 - Analysis Of StructuresChapter 6 - FrictionChapter 7 - Centroids And Centers Of GravityChapter 8 - Area Moments Of InertiaChapter 9 - Stresses And StrainsChapter 10 - Properties Of Materials
Chapter 11 - Stress ConsiderationsChapter 12 - Torsion In Circular SectionsChapter 13 - Shear And Bending Moment In BeamsChapter 14 - Stresses In BeamsChapter 15 - Deflection Of BeamsChapter 16 - Design Of BeamsChapter 17 - Combined StressesChapter 18 - ColumnsChapter 19 - ConnectionsChapter 20 - Pressure VesselsChapter 21 - Statically Indeterminate Beams
Book Details
This resource provides the necessary background in mechanics that is essential in many fields, such as civil, mechanical, construction, architectural, industrial, and manufacturing technologies. The focus is on the fundamentals of material statics and strength and the information is presented using an elementary, analytical, practical approach, without the use of Calculus. To ensure understanding of the concepts, rigorous, comprehensive example problems follow the explanations of theory, and numerous homework problems at the end of each chapter allow for class examples, homework problems, or additional practice for students. Updated and completely reformatted, the
Sixth Edition of
Applied Statics and Strength of Materials features color in the illustrations, chapter-opening Learning Objectives highlighting major topics, updated terminology changed to be more consistent with design codes, and the addition of units to all calculations.
Sample Solutions for this Textbook
We offer sample solutions for Applied Statics and Strength of Materials (6th Edition) homework problems. See examples below:
Given: The triangle is And the sides are a=10 ft, b=7 ft Concept Used: Pythagoras theorem, a2+ b2=...Chapter 2, Problem 2.1PChapter 3, Problem 3.1PChapter 4, Problem 4.1PChapter 5, Problem 5.1PChapter 6, Problem 6.1PChapter 7, Problem 7.1PChapter 8, Problem 8.1PChapter 9, Problem 9.1P
Chapter 10, Problem 10.1PGiven: The diameter of the steel rod, d=2 in. The original length of the rod, l=10 ft. The...Chapter 12, Problem 12.1PChapter 13, Problem 13.1PChapter 14, Problem 14.1PChapter 15, Problem 15.1PGiven Information: Uniformly distributed load is given as 2.1 kips/ft with the span that is simple...Given information: For the given 100mm by 100mm timber beam, we have a diagram as below: We have...Chapter 18, Problem 18.1PGiven: The lap joint is single shear. So, n=1 The diameter of the bolt is d=78'' ASTM A36 steel...Given: Diameter of water pipe Di=9ft Wall thickness of steel plate t=1316in=0.8125in Internal...Given: Tensile yield strength of beam sy=50ksi Point load on the beam P=15kips Calculation: The...
More Editions of This Book
Corresponding editions of this textbook are also available below:
Pearson eText Applied Statics and Strength of Materials -- Instant Access (Pearson+)
7th Edition
ISBN: 9780137467464
Applied Statics and Strength of Materials
5th Edition
ISBN: 9780131946842
EBK APPLIED STATICS AND STRENGTH OF MAT
7th Edition
ISBN: 9780135716588
Applied Statics and Strength of Materials
7th Edition
ISBN: 9780135716762
Applied Statics and Strength of Materials (6th Edition)
6th Edition
ISBN: 9780133840728
EBK APPLIED STATICS AND STRENGTH OF MAT
6th Edition
ISBN: 8220101337603
Applied Statics And Strength Of Materials
6th Edition
ISBN: 9780133840773
Applied Statics and Strength of Materials
7th Edition
ISBN: 9780135716694
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