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 10, Problem 10.12P
A concrete canoe in storage is supported by two rope slings, as shown. Each sling supports 48 Ib. The rope has a tensile breaking strength of 252 lb. Determine the maximum value of θ if there is to be a factor of safety of 4.0 against breaking.
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Chapter 10 Solutions
Applied Statics and Strength of Materials (6th Edition)
Ch. 10 - A 916 - in. - diameter steel rod is tested in...Ch. 10 - A concrete cylinder 150 mm in diameter was tested...Ch. 10 - Prob. 10.3PCh. 10 - The data from the tension test of a steel specimen...Ch. 10 - An 18-in.-long titanium alloy rod is subjected to...Ch. 10 - ASTM A36 steel rods are used to support a balcony....Ch. 10 - A 450-mm-long AISI 1020 steel rod is subjected to...Ch. 10 - A tension member in a roof truss is composed of...Ch. 10 - A short, solid, compression member of circular...Ch. 10 - A main cable in a large bridge is designed for a...
Ch. 10 - Test results of a steel specimen indicated an...Ch. 10 - A concrete canoe in storage is supported by two...Ch. 10 - A load is applied to a rigid bar that is...Ch. 10 - Prob. 10.14CPCh. 10 - Write a program that will allow a user to input...Ch. 10 - A 12 - in. - diaiíct.cr structural nickel steel...Ch. 10 - Compute the modulus of elasticity of a copper...Ch. 10 - A concrete cylinder 6 in. in diameter was tested...Ch. 10 - An aluminum bar 2 in. by 12 - in. in cross section...Ch. 10 - During a tensile test of a steel specimen, the...Ch. 10 - A 12.5-mm-diameter steel rod was subjected to a...Ch. 10 - Prob. 10.22SPCh. 10 - A standard steel specimen having a diameter of...Ch. 10 - 10.24 A tension member in a structure is composed...Ch. 10 - A pair of wire cutters is designed to operate...Ch. 10 - Calculate the end bearing length required for a...Ch. 10 - Design a 3-m-long rod subjected to a tensile load...Ch. 10 - The collar bearing shown is subjected to a...Ch. 10 - A 10-ft-long steel member is subjected to a...Ch. 10 - Two steel bars A and B support a load P, as shown....Ch. 10 - Prob. 10.31SP
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- 1. Steel rod 2.5m long is secured between tow walls. If the load on the rod is zero at 200C, compute the stress when temperature drops to (-200C). The cross-sectional area of the rod is 1200 mm2 α=11.7μ m/(m.0C) and E=200 GPa. Solve assuming (a) that the wall is rigid and (b) that the wall spring together a total distance of 0.500mm as the temperature drops. 2. The rigid bar ABC in Figure is pinned at B and attached to the two vertical rods. Initially, the bar is horizontal and the vertical rods are stress-free. Determine the stress in the aluminum rod if the temperature of the steel rod is decreased by 40°C. Neglect the weight of bar ABC.arrow_forwarddo not shortcut and 4 decimal placesarrow_forwardQuestion 4: A stepped circular bar having diameters of 20 mm, 15 mm, and 10 mm over axial lengths of 100 mm, 80 mm and 60 mm is subjected to an axial tensile force of 5 kN If E= 100 GPa and v= 0.32 for the material of the bar determine: A. Total change in length. B. Change in each diameter.arrow_forward
- 3. The rigid bar ABCD of negligible weight is initially horizontal, and the steel rods attached at A and C are stress-free. The 20-kip load is then applied and the temperature of the steel rods is changed by AT. Use a = 6.5 x 10-4/°F and E = 29 x 104 psi for steel. Assume no buckling in the rods. Calculate the following: a. Change in temperature for which the stresses in the two steel rods are equal. A = 0.5 in. 3ft | 20 kips 4 ft 4 ft b. Deformation of the steel rod at B. A = 0.75 in.?arrow_forwardShow cancellation of unitsarrow_forwardThe structure shown below consists of an arch AB and an elastic column BC. (Note: Joints where members meet can be treated as pin). Calculate the weight, W, that causes the column to buckle. Determine the support reactions corresponding to the weight from the previous question. Given:a = 3.430 marrow_forward
- Q#3. An aluminium strut 16 ft long has a rectangular cross section 2 in by 3.5 in. A bolt through each end secure the strut in such a way that is acts as hinged column about an axis perpendicular to 3.5 in dimension; and as fixed column about an axis perpendicular to 2 in dimension. Determine the safe central load with a factor of safety of 2 and E= 10300000 psi. Also discuss in detail about the governing column capacity and reasons behind it.arrow_forward3. The rigid bar ABCD of negligible weight is initially horizontal, and the steel rods attached at A and C are stress-free. The 20-kip load is then applied and the temperature of the steel rods is changed by AT. Use a = 6.5 x 10-6/°F and E = 29 x 106 psi for steel. Assume no buckling in the rods. Calculate the following: a. Change in temperature for which the stresses in the two steel rods are equal. b. Deformation of the steel rod at B. A = 0.5 in.² 3 ft 20 kips 4 ft 4 ft 2 ft → 2 ft - A = 0.75 in.²arrow_forwardUse FBD to solvearrow_forward
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