Applied Statics and Strength of Materials (6th Edition)
6th Edition
ISBN: 9780133840544
Author: George F. Limbrunner, Craig D'Allaird, Leonard Spiegel
Publisher: PEARSON
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Textbook Question
Chapter 17, Problem 17.10P
For the pipe of Problem 17.9, compute the maximum load P that may be applied if the allowable compressive stress at point B is 80 MPa.
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Chapter 17 Solutions
Applied Statics and Strength of Materials (6th Edition)
Ch. 17 - Prob. 17.1PCh. 17 - A horizontal 30-ft simple span beam is supported...Ch. 17 - A 1-in.-by-4-in, steel bar is subjected to the...Ch. 17 - A W410100 structural steel wide-flange section is...Ch. 17 - A W1272 structural steel wide-flange section is...Ch. 17 - A solid steel shaft 3 in. in diameter and 4 ft...Ch. 17 - A short compression member is subjected to a...Ch. 17 - With reference to Problem 17.7, calculate the...Ch. 17 - A section of a 51-mm-diameter standard-weight...Ch. 17 - For the pipe of Problem 17.9, compute the maximum...
Ch. 17 - A concrete pedestal is in the shape of a cube and...Ch. 17 - 17.12 For the pedestal of Problem 17.11, assume...Ch. 17 - 17.13 Rework Problem 17.11, but assume that the...Ch. 17 - A 12-in-square concrete pedestal is subjected to a...Ch. 17 - 17.15 A short compression member is subjected to a...Ch. 17 - A rectangular concrete footing, 4 ft by 8 ft in...Ch. 17 - The bending and shear stresses developed at a...Ch. 17 - Stresses developed at a point in a machine part...Ch. 17 - Calculate the principal stresses at points A and B...Ch. 17 - 17.20 Rework Problem 17.19 using P = 8000 lb and...Ch. 17 - 17.21 A 1-in.-square steel bar is subjected to an...Ch. 17 - 17.22 A bar having a cross-sectional area of 6...Ch. 17 - Rework Problem 17.22, changing the load to a...Ch. 17 - Solve Problem l7.17 using Mohr’s circle.Ch. 17 - For the elements shown in Problem 17.18, use...Ch. 17 - Solve Problem 17.19 using Mohr’s circle.Ch. 17 - In Problem 17.19, change the load to 8000 lb and...Ch. 17 - For the following computer problems, any...Ch. 17 - For the following computer problems, any...Ch. 17 - For the following computer problems, any...Ch. 17 - For the following computer problems, any...Ch. 17 - A 4-in.-by-8-in. (S4S) Douglas fir timber beam is...Ch. 17 - A horizontal flexural member (a girt) in the wall...Ch. 17 - A simply supported W1850 structural steel...Ch. 17 - A steel link in a machine is designed to avoid...Ch. 17 - 17.36 An 8-in-square (S4S) vertical timber post is...Ch. 17 - A short 3-in.-square steel bar with a...Ch. 17 - A timber member 150 mm by 250 mm (S4S) is loaded...Ch. 17 - A concrete wall 8 ft high and 3 ft thick is...Ch. 17 - 17.40 A short compression member is subjected to a...Ch. 17 - 17.41 Calculate the maximum eccentric load that...Ch. 17 - A short compression member is subjected to two...Ch. 17 - 17.43 Calculate the force P that may be applied to...Ch. 17 - 17.44 A load of 1000 lb is supported on a...Ch. 17 - 17.45 A short compression member is subjected to...Ch. 17 - 17.46 A structural steel wide-flange section is...Ch. 17 - 17.47 A cast-iron frame for a piece of industrial...Ch. 17 - 17.48 The assembly shown is used in a machine. It...Ch. 17 - 17.49 A 50-mm-diameter solid steel shaft is...Ch. 17 - An element of a machine member is subjected to the...Ch. 17 - 17.51 A short-span cantilever built-up beam has...Ch. 17 - Solve Problem 17.50 using Mohr’s circle.Ch. 17 - 17.53 A cantilever beam is subjected to an...Ch. 17 - A 6-in.-diameter solid shaft is subjected to a...Ch. 17 - Rework parts (b) and (c) of Example 17.7 using...
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- Compute the stress in a round bar subjected to a direct tensile force of 3200 N if the diameter of the bar is 10 mm.arrow_forwarda hollow pipe whose outer diameter is 400mm and thickness is 2.5 mm is subjected to the following stresses: normal stress along the x-axis is 30 KPa normal stress along the y-axis is 100 KPa shearing stress along the x-axis is 19 KPa 1. find the minimum principal stress 2. compute the safe purely axial load that the material can cary 3. maximum normal stressarrow_forwardCalculate the principal stresses at point A for the loading case.arrow_forward
- 6. A PIPE CARRY|NG STE AM AT 3.5 MPa HAS AN OUTSIDE DIAMETER OF 450 mm AND A WALL THICKNESS OF 10 mm. A GASKET IS INSERTED BETWEEN THE FLANGE AT ONE END OF THE PIPE AND A FLAT PLATE USED TO CAP THE END. HOW MANY 40 mm- DIAMETER BOLTS MUST BE USED TO HOLD THE CAP ON IF THE ALLOWABLE STRESS IN THE BOLTS IS 105 MPa, OF WHICH 55 MPa IS THE INITIAL STRESS ? WNHAT CIRCUMFERENTIAL IN THE PIPE ? TO TIGHTEN THE BOLT INITIALLY, AND WHAT WILL STRESS IS DEVELOP WHY IS IT NECE SSARY HAPPEN IF THE STEAM PRESSURE SHOULD CAUSE THE STRESS IN THE BOLTS TO BE TWICE THE VALUE OF THE INITIAL STRESS?arrow_forwardThe structure shown below is hinged to fixed supports at A and C. The bars are each 4 in. by 4 in. in section. Compute the maximum tensile stress developed in bar CB assuming the pin connections at A, B, and C are frictionless. 800 lb 5 ft 5 ft C 500 lb 8 ft 6 ft 2 ft -arrow_forwardsimple turnbuckle arrangement is constructed from a 40 mm outside diameter tube threaded internally at each end to take two rods of 25 mm outside diameter with threaded ends. What will be the nominal stresses set up in the tube and the rods, ignoring thread depth, when the turnbuckle carries an axial load of 30 kN? Assuming a sufficient strength of thread, what maximum load can be transmitted by the turnbuckle if the maximum stress 1s limited to 180 MN/m*?arrow_forward
- A 20 in-diameter air compressor is operating with a maximum pressure of 24 psi. The bolts have a yield stress of 4350 psi. Which of the following is the stress area in sq. in. of the bolt? (Hint: Solve for the applied load first using the given pressure)arrow_forwardAnswer Problem 6-22 from P. 271 of your textbook and the additional questions below, assuming the stress in cable AB is within the proportional limit. Include a carefully labelled free-body diagram for the pipe strut as part of your solution. Show all work.arrow_forwardA cylindrical steel pressure vessel 400 mm in diameter with a wallthickness of 20 mm, is subjected to an internal pressure of 7.875 MPa.Calculate the longitudinal stress in the steel.arrow_forward
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