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Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com) Copyright 2004 The McGraw-Hill Companies. All rights reserved. Any use is subject to the Terms of Use as given at the website.

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Using the newtonian potential function, the equations for the total stress eld of two elastic bodies in contact can be established (Lundberg and Odguist [1932]). The results of the stress distribution in the case of two cylinders, i.e., a disk cam with a roller follower, are plotted in Fig. 9.3. This is a plot of the three principal normal stresses (sx, sy, sz) in the direction of the applied load and the corresponding three shear stresses. The highest shear stress is tyz (45 ), which has a maximum value of approximately 0.3 r0 at a depth of 0.786b. Note that the yielding of steel depends on shearing stress, and it is necessary to determine the point within the body at which the principal stresses combine to produce maximum shear. Thus, in the case of a disk cam with a roller follower made of steel, the maximum stress occurs below the cam surface. Failure results at the approximate depth of the point of a maximum shearing stress. When sliding is present, a combined rolling and sliding action makes the problem more complicated. Any cam and roller follower (two cylinders in contact and in alignment) produce a maximum compressive stress below the surface within the elastic limit 1 1 P r + r c f = 0.564 2 1 - mc 1 - m 2 f + th E Ef c

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1. It is not economical for the bridge to be xed when it is beyond repair or: When the remaining useful life of the bridge is just a few years, either due to fatigue or de ciencies, and investing money in rehabilitation may not provide a cost-bene t solution. When the bridge requires continuous maintenance and occasional closure of traf c lanes. When there are structural dif culties for widening and providing additional lanes, replacement may be the way to go. Right-of-way issues and utilities relocation may govern the feasibility of replacing an existing bridge. 2. Design techniques for economy: Optimization of the substructure design. Use of the LRFD method. Use of HPC and HPS. Prestressing deck slab and longitudinal beams. 3. Economy of construction: Accelerated bridge construction. Quick erection using subassemblies. Increased shipping lengths. 4. Additional details for economy: Reduce superstructure depth. Wider girder spacing. Use of jointless (integral abutment) bridges. Eliminating bearings. Reducing eld splices.

Hooks the images into this toolbar. Indents the toolbar 10 pixels. (This is a bit much, but it enables you to see how the indent works. Most of the time, a value between 3 and 5 works best.) Shows tool tip hints these are the hints that you created as part of the action list items.

Before using SQL, it is informative to understand its history and scope. The history reveals the origin of the name and the efforts to standardize the language. The scope puts the vari ous parts of SQL into perspective. You have already seen the CREATE TABLE statement in 3. The SELECT, UPDATE, DELETE, and INSERT statements are the subject of this chapter and 9. To broaden your understanding, you should be aware of other parts of SQL and different usage contexts.

FIGURE 26-5

Appliance 192.168.2.1 192.168.2.2 192.168.3.0/24

14-3

1:

13.01 13.02 13.03 VLAN Overview VLAN Connections VLAN Trunk Protocol 13.04 VLAN Configuration Two-Minute Drill Self Test

The auxiliary port is typically used as a backup console port or a remote access port with a modem attached to it. The following code shows the syntax for setting up password authentication on the auxiliary port:

Number: 435679 Magnitude: 6

// First, create a WebRequest to a URI. WebRequest req = WebRequest.Create("http://www.McGraw-Hill.com"); // Next, send that request and return the response. WebResponse resp = req.GetResponse();

7:

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