Solutions for Applied Statics and Strength of Materials (6th Edition)
Problem 4.1P:
and 4.2 Sketch free-body diagram for the members shown.Problem 4.2P:
Sketch free-body diagram for the members shown.Problem 4.3P:
A steel cylinder having a mass of 120 kgis supported by two inclined planes, as shown. Sketch the...Problem 4.4P:
A 50-lb block is supported by a pin support and a flexible cable, as shown. Draw the free-body...Problem 4.5P:
A cylinder weighing 200 lb is supported on an inclined plane by a cable, as shown. Sketch the...Problem 4.6P:
A weight W is supported by a flexible cable and an inclined bar, as shown. The bar is pin-connected...Problem 4.7P:
The ladder shown is supported by a smooth frictionless vertical wall and is pin-connectred at point...Problem 4.8P:
What horizontal force F applied at the center of the cylinder shown is required to start the...Problem 4.10P:
Calculate the horizontal force F that should be applied to the 100 lb weight shown so that the cable...Problem 4.11P:
Calculate the reactions of the two smooth inclined planes against the cylinder shown. The cylinder...Problem 4.13P:
Three members of a truss intersect at joint B as shown. The forces in the members are concurrent at...Problem 4.14P:
Four concurrent forces in equilibrium act at point C, a truss joint, as shown. The 15 kN force acts...Problem 4.15P:
The beam shown carries vertical concentrated loads. Calculate the reaction at each support. Neglect...Problem 4.16P:
Find the reactions at A and B for the beam shown. The uniformly distributed load of 1 kip/ft...Problem 4.17P:
A simply supported beam spans 10 m. The beam supports a single concentrated load of 4 kN. How far...Problem 4.18P:
The beam shown carries vertical loads. Calculate the reaction at each support. Neglect the weight of...Problem 4.19P:
Calculate the reaction at each support for the truss shown. Neglect the weight of the truss.Problem 4.20P:
Calculate the reactions at A and B for the beam shown. Neglect the weight of the beam.Problem 4.21P:
Calculate the reactions at A and B for the beam shown. The weight of the beam is 600 N/mProblem 4.22P:
A 12-ft simple beam is supported at each end. It supports a concentrated load of 800 lb at 3 ft from...Problem 4.23P:
The beam shown carries vertical loads as indicated. calculate the reaction at each support. Neglect...Problem 4.24P:
Determine the reactions for the beam shown. The beam has a pinned support at one end and a roller...Problem 4.25P:
Calculate the reaction at each support for the truss shown. Neglect the weight of the truss.Problem 4.26P:
Calculate the wall reactions for the cantilever truss shown. The upper support is pinned and the...Problem 4.27P:
Determine the reactions at supports A and B of the beam shown. Neglect the weight of the beam.Problem 4.28P:
A mass M of 300 kg is supported by a boom, as shown. Determine the tensile force in the cable and...Problem 4.29P:
Rework Problem 4.28 assuming that point D has been elevated so that cable DB makes an angle of 15°...Problem 4.30P:
Calculate the force in the tie rod BC and the reaction at the pinned support at point A for the...Problem 4.31P:
The davit shown is used in pairs for supportinglifeboats on ships. The load of 3500 lb represents...Problem 4.32CP:
For the following computer problems, any appropriate software may be used. Input prompts should...Problem 4.33CP:
For the following computer problems, any appropriate software may be used. Input prompts should...Problem 4.34CP:
For the following computer problems, any appropriate software may be used. Input prompts should...Problem 4.35SP:
For the structure shown, draw free-body diagram for both the beam ABC and the link BD. The members...Problem 4.36SP:
A 1200-lb load is supported by a cable that runs over a small pulley at E and is anchored to a bar...Problem 4.37SP:
For the pin-connected frame shown, sketch a free-body diagram of (a) the entire frame, (b) the...Problem 4.38SP:
For the concurrent force system shown, calculate the maximum load W that could be supported if the...Problem 4.39SP:
A strut having a mass of 40 kg/m is supported by a cable, as shown. The structure supports a block...Problem 4.40SP:
Calculate the reaction at each support for the beam shown. Neglect the weight of the beam.Problem 4.41SP:
Calculate the reaction at each support for the beam shown. The beam weight is 40 lb/ft.Problem 4.42SP:
A beam supports a nonuniformly distributed load as shown. Calculate the reaction at each support....Problem 4.43SP:
Calculate the reactions at each support for the beam shown. Neglect the weight of the beam.Problem 4.45SP:
A rod of uniform cross section weighs 4 lb/ft and is pin-connected at point A, as shown. The rod...Problem 4.46SP:
A 12-ft-long weightiness member supports two loads, as shown. The member is held horizontal by two...Problem 4.47SP:
A uniform rod AB, having a weight of 5.00 lb and a length of 20.0 in., is free to slide within a...Problem 4.48SP:
The plastic barrel tent anchor of Problem 2.11 contains 100 gallons of water. The weight of the...Problem 4.49SP:
Compute the reactions at A and B for the bracket shown.Problem 4.50SP:
The truss shown is supported by a pin at A and a roller at B. Determine the reactions at these...Problem 4.51SP:
Find the reactions at supports A and B for the truss shown.Problem 4.53SP:
Determine the reactions at A and B for the truss shown. The two 2.6-kip loads are perpendicular to...Problem 4.54SP:
A 40-ft ladder weighing 130 lb is pin-connected to the floor at point A and rests against a smooth,...Problem 4.55SP:
The frame shown is pin-connected at point A and held horizontal by the cable CD. The frame is...Problem 4.57SP:
A horizontal beam is pin-connected to a wall at one end and braced diagonally at point D, as shown....Problem 4.58SP:
Calculate the force in the cable for the structure shown.Problem 4.59SP:
The Thenard shutter dam shown was originally developed and used in 1831. Assume frictionless hinges...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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