Solutions for International Edition---engineering Mechanics: Statics, 4th Edition
Problem 5.1P:
Bar AB of negligible weight is supported by a ball-and-socket joint at B and two cables attached at...Problem 5.2P:
Draw the FBD for the bar described in Prob. 5.1 if the bar is homogeneous of mass 50 kg. Count the...Problem 5.3P:
The space truss ABCD in the shape of a tetrahedron is suspended from three vertical links. Assuming...Problem 5.4P:
Draw the FBD of the portion BCD of the space truss described in Prob. 5.3. How many unknowns appear...Problem 5.5P:
The homogeneous plate of weight W is supported by a ball-and-socket joint at D and three wires. Draw...Problem 5.6P:
The bar ABCD of negligible weight is supported by a slider hearing at A, a thrust hearing at D, and...Problem 5.7P:
The shaft-pulley assembly is supported by the universal joint at O and by the slider hearing at A....Problem 5.8P:
The 60-lb homogeneous door is supported by hinges at A and B, with only the hinge at B being capable...Problem 5.9P:
Draw the FBD for bar BCD. The connections at A and B are ball-and-socket joints, C is a slider...Problem 5.10P:
The homogeneous 360-lb plate with a rectangular cutout is suspended from three wires. Draw the FBD...Problem 5.11P:
The L-shaped rod, supported by slider bearings at A and B, passes through a hole in the cantilever...Problem 5.12P:
The homogeneous 240-lb bar is supported by a rough horizontal surface at A, a smooth vertical...Problem 5.14P:
In Sample Problem 5.5, compute the tension TAD using one scalar equilibrium equation.Problem 5.16P:
Determine the tension TB in Sample Problem 5.6 using one scalar equilibrium equation.Problem 5.18P:
The 80-lb homogeneous plate is suspended from four wires. Determine the tension in each wire.Problem 5.19P:
The three bars are welded together to form a rigid unit that is supported by three slider bearings....Problem 5.20P:
The compound bar is supported by a thrust bearing at A, a slider hearing at B, and the cable CD....Problem 5.21P:
The homogeneous 20-kg door is held in the horizontal plane by a thrust hinge at O, a hinge at A, and...Problem 5.22P:
The light boom AB is attached to the vertical wall by a ball-and-socket joint at A and supported by...Problem 5.23P:
The homogeneous 80-kg sign is suspended from a ball-and-socket joint at O, and cables AD and BC....Problem 5.24P:
The bar ABC is supported by a ball-and-socket at A and a slider hearing at C. Determine the...Problem 5.25P:
Determine the forces in members PAE,PAF, and PBG of the space truss. Also compute the magnitude of...Problem 5.26P:
The figure shows the FBD of a portion of the space truss shown in Fig. P5.25. Use this FBD to find...Problem 5.35P:
The homogeneous 25-kg bar AB is supported by a ball-and-socket joint at A. End B, which leans...Problem 5.36P:
The shaft AB is supported by a thrust bearing at A and a slider bearing at B. Determine the force in...Problem 5.37P:
The bar ABCD has a built-in support at A. Calculate the force and the couple exerted by the support...Problem 5.38P:
The total weight of the L-shaped beam of constant cross section is 2700 lb. The beam is hoisted by...Problem 5.39P:
The bent rod of negligible weight is supported by the ball-and-socket joint at B and the cables...Problem 5.40P:
A 120-lb weight is attached to the cable that is wrapped around the 50-lb homogeneous drum. The...Problem 5.41P:
Calculate the force in cable CD and the reaction at O. Assume that O, A, and B are ball-and-socket...Problem 5.42P:
The 350-lb homogeneous plate has the shape of an isosceles triangle. The plate is supported by a...Problem 5.43P:
The bent rod ABCD is supported by a ball-and-socket joint at A, a slider hearing at D, and a...Problem 5.44P:
A hoist is formed by connecting bars BD and BE to member ABC. Neglecting the weights of the members...Problem 5.45P:
The crank arm OD of the winch is connected by a universal joint at D to the shaft-pulley assembly....Problem 5.46P:
The 80-lb homogeneous plate is supported by a ball-and-socket joint at A, a slider hearing at B, and...Problem 5.47P:
The frame is built into the wall at D and G. The cross-members AE and BF pass through frictionless...Problem 5.48P:
The bent bar of negligible weight is supported by slider bearings at A, B, and C. Determine the...Problem 5.49P:
Determine the reactions at ball-and-socket joints D, E, and F of the space truss shown. Express the...Problem 5.50RP:
The 180-lb homogeneous bar is supported by a ball-and-socket joint at A and two cables attached to...Problem 5.51RP:
The bent rod is supported by a ball-and-socket joint at O, a cable at B, and a slider bearing at D....Problem 5.52RP:
Find the maximum load P that can be supported by the tripod if the force in any leg is limited to 8...Problem 5.53RP:
The vertical mast OA, which weighs 1.5 kN, is supported by a ball-and-socket joint at O and by the...Problem 5.54RP:
The homogeneous bar AB weighs 50-lb. End B leans against a vertical wall and end A is supported by a...Problem 5.56RP:
The uniform bars AB and BC each weigh 4 lb/ft. Calculate the tension in cable DE, and the magnitudes...Problem 5.57RP:
The rigid body of negligible weight is supported by a ball-and-socket joint at A, a slider bearing...Problem 5.58RP:
The homogeneous 860-kg bar AB is supported by a ball-and-socket joint at A and two cables attached...Problem 5.59RP:
The triangular plate is supported by three vertical rods, each of which is able to carry a tensile...Problem 5.60RP:
The connections at the ends of bars AB and BC arc ball-and-socket joints. Neglecting the weights of...Browse All Chapters of This Textbook
Chapter 1 - Introduction To StaticsChapter 2 - Basic Operations With Force SystemsChapter 3 - Resultants Of Force SystemsChapter 4 - Coplanar Equilibrium AnalysisChapter 5 - Three-dimensional EquilibriumChapter 6 - Beams And CablesChapter 7 - Dry FrictionChapter 8 - Centroids And Distributed LoadsChapter 9 - Moments And Products Of Inertia Of AreasChapter 10 - Virtual Work And Potential Energy
Book Details
Provide your mechanical engineering students with a solid understanding of statics without the overload of extraneous detail in Andrew Pytel and Jaan Kiusalaas' ENGINEERING MECHANICS: STATICS, 4E. The authors use their extensive teaching experience and first-hand knowledge to deliver a presentation that's ideally suited to the learning skills of today's students. The authors clearly introduce critical concepts using learning features that connect real problems and examples with the fundamentals of engineering mechanics. Students learn how to analyze problems successfully before substituting numbers into formulas. This approach benefits students tremendously as they encounter actual engineering situations that do not adhere to standard formulas. This book's rich, concise presentation is complemented by a useful Student Study Guide that clarifies concepts with additional examples and problems as well as a wealth of instructor resources to save you time.
Sample Solutions for this Textbook
We offer sample solutions for International Edition---engineering Mechanics: Statics, 4th Edition homework problems. See examples below:
Chapter 1, Problem 1.1PChapter 1, Problem 1.48PChapter 1, Problem 1.54PChapter 1, Problem 1.56PChapter 1, Problem 1.57PChapter 1, Problem 1.58PChapter 1, Problem 1.59PChapter 1, Problem 1.64PChapter 2, Problem 2.1P
Chapter 2, Problem 2.14PChapter 2, Problem 2.49PChapter 2, Problem 2.62PChapter 2, Problem 2.67PChapter 2, Problem 2.69PChapter 2, Problem 2.74PChapter 2, Problem 2.80PChapter 2, Problem 2.91PChapter 2, Problem 2.92PChapter 3, Problem 3.1PChapter 3, Problem 3.10PChapter 3, Problem 3.13PChapter 3, Problem 3.16PChapter 3, Problem 3.30PChapter 3, Problem 3.44PChapter 3, Problem 3.67RPChapter 4, Problem 4.1PChapter 4, Problem 4.19PChapter 4, Problem 4.46PChapter 4, Problem 4.134PChapter 4, Problem 4.137PChapter 4, Problem 4.143PChapter 4, Problem 4.144PChapter 4, Problem 4.145PChapter 4, Problem 4.146PChapter 4, Problem 4.150PChapter 4, Problem 4.155PChapter 4, Problem 4.156PChapter 4, Problem 4.157PChapter 4, Problem 4.161PChapter 4, Problem 4.164PChapter 4, Problem 4.167PChapter 4, Problem 4.173RPChapter 4, Problem 4.180RPChapter 4, Problem 4.184RPChapter 5, Problem 5.1PChapter 5, Problem 5.36PChapter 5, Problem 5.46PChapter 5, Problem 5.48PChapter 5, Problem 5.49PChapter 5, Problem 5.51RPChapter 5, Problem 5.56RPChapter 6, Problem 6.1PChapter 6, Problem 6.2PChapter 6, Problem 6.3PChapter 6, Problem 6.9PChapter 6, Problem 6.13PChapter 6, Problem 6.15PChapter 6, Problem 6.31PChapter 6, Problem 6.83PChapter 6, Problem 6.89PChapter 7, Problem 7.1PChapter 7, Problem 7.2PChapter 7, Problem 7.3PChapter 7, Problem 7.4PChapter 7, Problem 7.8PChapter 7, Problem 7.10PChapter 7, Problem 7.12PChapter 7, Problem 7.14PChapter 7, Problem 7.15PChapter 7, Problem 7.24PChapter 8, Problem 8.1PGiven information: We use double integration method to find the x and y centroidal coordinates of a...Given information: The centroid of the curved surface is defined as: x¯=Q yzA= ∫ A x dA ∫ A dAy¯=Q...Given information: The centroidal points of the curve connecting point are defined as: x¯=Q yzA= ∫ A...Chapter 8, Problem 8.63PGiven information: The centroid of the volume is defined as: x¯=Q yzV= ∫ V x dV ∫ V dVy¯=Q xzV= ∫ V...Given information: The centroid of the surface is defined as: x¯=Q yzA= ∫ A x dA ∫ A dAy¯=Q xzA= ∫ A...Given information: The centroid of the surface is defined as: x¯=Q yzA= ∫ A x dA ∫ A dAy¯=Q xzA= ∫ A...Chapter 8, Problem 8.92PChapter 8, Problem 8.105PChapter 8, Problem 8.118PChapter 8, Problem 8.124RPChapter 8, Problem 8.127RPGiven Information: The pressure acting on the rectangular plate varies as, p=p0xacosπy2b where p0 is...Given information: The specific weight of plate is 0.284 lb/in3. The weight of plate is defined as:...Chapter 9, Problem 9.1PChapter 9, Problem 9.17PGiven information: The region: Calculations: Find the centroid first. From Table 8.1:...Given information: The semicircular region: Calculations: Because to symmetry, the x- and y- axes...Chapter 9, Problem 9.65PGiven information: The shaded region: The principal moments of inertia at point O for the shaded...Given information: The inertial properties of L150×100×10−mm : x¯=23.8 mm, y¯=48.8 mm, A=2400...Chapter 9, Problem 9.90RPChapter 9, Problem 9.92RPChapter 9, Problem 9.93RPChapter 10, Problem 10.1PChapter 10, Problem 10.19PGiven: The mass of each uniform bar is 18 kg/m. Concept used: Apply the Principle of virtual work by...Given: For equilibrium the value of θ is 25°. The value of force Q is 200 N. Concept used: To...Chapter 10, Problem 10.60PGiven information: Load W=kL10. A diagram with all required dimensions has been given. Calculation:...Chapter 10, Problem 10.62P
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