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Mechanics of Materials
Mechanics of Materials
153 SOLVED PROBLEMS
2 SOLVED PROBLEMS
Question: B.1
The plane truss shown in Figure B-1 has four joints and five members. Find support reactions at A and B and then use the methods of joints and sections to find all member forces. Let P = 35 kips and c =10 ft. ...
Verified Answer:
Use the following four-step problem-solving approa...
Question: D.5
Determine the moment of inertia Ic with respect to the horizontal axis C–C through the centroid C of the beam cross section shown in Fig. D-16. (The position of the centroid C was determined previously in Example D-2 of Section D.2.) Note: From beam theory (Chapter 5), axis C–C is the neutral axis ...
Verified Answer:
Find the moment of inertia
I_{c}
wi...
Question: D.2
The cross section of a steel beam is constructed of a W 18 × 71 wide-flange section with a 6 in. × 1/2 in. cover plate welded to the top flange and a C 10 × 30 channel section welded to the bottom flange (Fig. D-8). Locate the centroid C of the cross-sectional area. ...
Verified Answer:
Denote the areas of the cover plate, the wide-flan...
Question: 11.6
A steel column is constructed from a W 250 × 89 wide-flange section (Fig. 11-38). Assume that the column has pin supports and may buckle in any direction. Also, assume that the steel has a modulus of elasticity of E = 200 GPa and a yield stress of σY = 250 MPa. (a) If the length of the column is ...
Verified Answer:
Use a four-step problem-solving approach. Combine ...
Question: 11.5
A steel wide-flange column of a W 14 × 82 shape (Fig. 11-29a) is pin- supported at the ends and has a length of 25 ft. The column supports a centrally applied load P1 = 320 kips and an eccentrically applied load P2 = 40 kips (Fig. 11-29b). Bending takes place about axis 1–1 of the cross section, ...
Verified Answer:
Use a four-step problem-solving approach. Part (a)...
Question: 11.4
A brass bar AB projecting from the side of a large machine is loaded at end B by a force P = 7 kN acting with an eccentricity e = 11 mm (Fig. 11-26). The bar has a rectangular cross section with height h = 30 mm and width b = 15 mm. What is the longest permissible length Lmax of the bar if ...
Verified Answer:
Use a four-step problem-solving approach. 1. Conce...
Question: 11.2
A long, slender column ABC is pin-supported at the ends and compressed by an axial load P (Fig. 11-15). Lateral support is provided at the midpoint B in the plane of the figure. However, lateral support perpendicular to the plane of the figure is provided only at the ends. The column is constructed ...
Verified Answer:
Use a four-step problem-solving approach. 1. Conce...
Question: 11.1
Two idealized columns are shown in Fig. 11-5. Both columns are initially straight and vertical with load P applied at joint A. (a) The first column (Column 1, Fig. 11-5a) consists of a rigid bar ABC with a roller support at B and is connected to bar CD by an elastic connection with rotational ...
Verified Answer:
Use a four-step problem-solving approach. Combine ...
Question: 10.5
A fixed-end beam AB supports a uniform load of intensity q acting over part of the span (Fig. 10-17a). Determine the reactions of this beam (that is, find the fixed-end moments and fixed-end forces). ...
Verified Answer:
Use a four-step problem-solving approach. 1. Conce...
Question: D.6
Determine the product of inertia Ixy of the Z-section shown in Fig. D-23. The section has width b, height h, and constant thickness t. ...
Verified Answer:
To obtain the product of inertia with respect to t...
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Question: 10.6
A beam ABC (Fig. 10-19a) rests on simple supports at points A and B and is supported by a cable at point C. The beam has total length 2L and supports a uniform load of intensity q. Prior to the application of the uniform load, there is no force in the cable nor is there any slack in the cable. When ...
Verified Answer:
Use a four-step problem-solving approach. 1. Conce...
Question: 9.13
A beam ABCDE on simple supports is constructed from a wide-flange beam by welding cover plates over the middle half of the beam (Fig. 9-28a). The effect of the cover plates is to double the moment of inertia (Fig. 9-28b). A concentrated load P acts at the midpoint C of the beam. Determine the ...
Verified Answer:
Differential equations of the deflection curve. In...
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