Problem 15.1P: A 14 in.-diameter aluminum rod is bent into a circular ring having a mean diameter of 125 in.... Problem 15.2P: 15.2 Calculate the maximum bending stress produced in a-in.-diameter steel wire when it passes... Problem 15.3P: A 500 -mm-long steel bar having a cross section of 1 mm by 20 mm is bent to a circular arc that... Problem 15.4P: 15.4 An aluminum wire has a diameter of in. Determine the minimum diameter D of the coil in which... Problem 15.5P: 15.5 A -in.-wide by in.-thick board is bent to a radius of curvature of in. by a bending moment of ... Problem 15.6P: 15.6 A Douglas fir beam is in. wide and in. deep. Compute the radius of curvature of the beam if it... Problem 15.7P Problem 15.8P: For Problems 15.7 through 15.14, use the formula method. 15.8 Rework Problem 15.7 changing the... Problem 15.9P: For Problems 15.7 through 15.14, use the formula method. 15.9 Compute the maximum deflection of a 10... Problem 15.10P: For Problems 15.7 through 15.14, use the formula method. 15.10 Compute the maximum deflection for... Problem 15.11P: For Problems 15.7 through 15.14, use the formula method. 15.11 A W1645 structural steel beam is... Problem 15.12P: For Problems 15.7 through 15.I4, use the formula method. 15.12 A 4 -in.-diameter, 12 -ft-long solid... Problem 15.13P: For Problems 15.7 through 15.14, use the formula method.
15.13 Assume that a company’s design... Problem 15.14P: For Problems 15.7 through 15.14, use the formula method.
15.14 A steel wide-flange section is used... Problem 15.15P: For Problems 15.15 through 15.26, use the moment-area method.
15.15 A structural steel wide-flange... Problem 15.16P: For Problems 15.15 through 15.26, use the moment-area method. 15.16 A W2484 structural steel... Problem 15.17P: For Problems 15.15 through 15.26, use the moment-area method.
15.17 The cantilever beam shown is... Problem 15.18P: For Problems 15.15 through 15.26, use the moment-area method.
15.18 A steel bar in. thick and in.... Problem 15.19P: For Problems 15.15 through 15.26, use the moment-area method.
15.19 For the beam of Problem 15.18,... Problem 15.20P: For Problems 15.15 through 15.26, use the moment-area method. 15.20 Using the moment-area method,... Problem 15.21P: For Problems 15.15 through 15.26, use the moment-area method.
15.21 Using the moment-area method,... Problem 15.22P: For Problems 15.15 through 15.26, use the moment-area method. 15.22 An 8 -in.-by- 12 -in. Douglas... Problem 15.23P: For Problems 15.15 through 15.26, use the moment-area method.
15.23 Compute the load required at the... Problem 15.24P: For Problems 15.15 through 15.26, use the moment-area method.
15.24 Using the moment-area method,... Problem 15.25P: For Problems 15.15 through 15.26, use the moment-area method.
15.25 A structural steel beam is... Problem 15.26P: For Problems 15.15 through 15.26, use the moment-area method.
15.26 Compute the maximum deflection... Problem 15.27P: 15.27 Draw the moment diagram by parts for the beam in Figure 15.14. (Draw the diagram from left to... Problem 15.28P: 15.28 Draw the moment diagram by parts for the beam in Figure 15.4. (Draw the diagram from left to... Problem 15.29P: 15.29 Draw the moment diagram by parts for the beam in Figure 15.17. (Draw the diagram from left to... Problem 15.30P: 15.30 For the beam shown, draw the conventional moment diagram and left-to-right moment diagram by... Problem 15.31P: For Problems 15.31 through 15.43, use the moment-area method. 15.31 A steel bar is 3 in. wide and 1... Problem 15.32P: For Problems 15.31 through 15.43, use the moment-area method.
15.32 Verify the deflection at point... Problem 15.33P: For Problems 15.31 through 15.43, use the moment-area method. 15.33 A wood test beam 1.72 in. wide... Problem 15.34P: For Problems 15.31 through 15.43, use the moment-area method.
15.34 A structural steel wide-flange... Problem 15.35P: For Problems 15.31 through 15.43, use the moment-area method. 15.35 A structural steel wide-flange... Problem 15.36P: For Problems 15.31 through 15.43, use the moment-area method.
15.36 An aluminum beam with a moment... Problem 15.37P: For Problems 15.31 through 15.43, use the moment-area method.
15.37 For the structural steel... Problem 15.38P: For Problems 15.31 through 15.43, use the moment-area method.
15.38 Calculate the minimum required... Problem 15.39P: For Problems 15.31 through 15.43, use the moment-area method. 15.39 For the steel beam shown,... Problem 15.40P: For Problems 15.31 through 15.43, use the moment-area method. 15.40 Calculate the maximum deflection... Problem 15.41P: For Problems 15.31 through 15.43, use the moment-area method.
15.41 A sign post is composed of... Problem 15.42P: For Problems 15.31 through 15.43, use the moment-area method.
15.42 Derive an expression for the... Problem 15.43P: For Problems 15.31 through 15.43, use the moment-area method.
15.43 Derive an expression for the... Problem 15.49SP: 15.49 If the elastic limit of a steel wire is 60,000 psi, compute the diameter of the smallest... Problem 15.50SP: 15.50 Calculate the bending moment required to produce a radius of curvature of 1250 ft for a in.... Problem 15.51SP: 15.51 A 6-ft-long cantilever beam is subjected to a concentrated load of 5 kips acting at its free... Problem 15.52SP: 15.52 A structural steel wide-flange section is simply supported on a span length of 20 ft. It is... Problem 15.53SP: 15.53 A simply supported structural steel wide-flange beam spans a length of 9 m. It is subjected... Problem 15.54SP: 15.54 A structural steel wide-flange shape is simply supported on a span of 20 ft. A superimposed... Problem 15.55SP: A solid, round simply supported steel shaft is used as a beam with a span length of 700 mm. The... Problem 15.56SP: Using the moment-area method, check the deflections obtained in Problem 15.51. Problem 15.57SP: 15.57 A 1-in.-diameter steel bar is 25 ft long and balanced at the middle in a horizontal position.... Problem 15.58SP: 15.58 A 102-mm nominal diameter standard-weight steel pipe is used as a simple beam with a span... Problem 15.59SP: I 5.59 Compute the maximum deflection for the aluminum cantilever beam of Problem 15.17.
Problem 15.60SP: An 8-in-wide by 12-in-deep redwood timber beam (S4S) is used as a 20-ft-long simply supported beam.... Problem 15.61SP: 15.61 A solid steel shaft 3 in. in diameter and 20 ft long is used as a simply supported beam... Problem 15.62SP: 15.62 For the beam shown, draw the conventional moment diagram and the moment diagram by parts... Problem 15.63SP: 15.63 Rework Problem 15.62 with concentrated loads of 5 kips added at points A and C. In addition,... Problem 15.64SP: 15.64 A solid steel shaft 3 in. in diameter and 20 ft long is used as a simply supported beam. A... Problem 15.65SP: 15.65 A structural steel wide-flange section is loaded as shown. Calculate the slope at the free... Problem 15.66SP: 15.66 A 6-in.-by-10-in, hem-fir timber beam (S4S) is loaded as shown. Calculate the deflection under... Problem 15.67SP: 15.67 A simply supported structural steel wide-flange section is used as a beam and supports loads... Problem 15.68SP: Calculate the maximum permissible span length for a 3-in.-diameter solid steel shaft used as a... Problem 15.69SP: 15.69 A structural steel wide-flange section 10 ft long is used as a cantilever beam supporting a... Problem 15.70SP: 15.70 A structural steel wide-flange section supports loads as shown. What are the maximum... Problem 15.71SP: 15.71 Determine the deflection at point C and midway between the supports for the structural steel... Problem 15.72SP: 15.72 Calculate the deflection midway between the reactions and at the free end for the steel beam... Problem 15.73SP: 15.73 Derive an expression for the maximum deflection of the beam shown.
Problem 15.74SP: 15.74 Derive an expression for the maximum deflection of the beam shown.
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