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believe that now that we have computers, it does not matter how complicated the math is. Programs are viewed as a black box, a sort of mixing bowl, where the ingredients are placed without regard to the internal process but with complete con dence in the results. To the practicing engineer, LRFD is an unwieldy method of design promoted by the academic community and various large engineering rms. Allowable stress design gives the designer real numbers for use in a simple world where the design is either OK or no good. Working stress design is simple and commonly understood. Stress is proportional to strain below the elastic limit. Why would an engineer want to delve into that domain above which elastic materials begin to yield Ultimate strength design, which originated for concrete in the 1956 and 1963 American Concrete Institute speci cations, required nearly a quarter of a century to replace working stress design.



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P d- ip (1"-1',) (27f)3 e . (3.3.4)

+ hiEhi )

where (T . )s denotes the average of the transition operator averaged over the species properties. Integrating over in (3.3.4) gives a Dirac delta function of J(pp - kip). Note that for p = Pp + pzz we have





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You can click on the handle of the toolbar, located on its left edge, and drag the toolbar to any edge of the chart or have it free oating for quick access ProphetCharts provides the ability to undo your last action (and that action will alter the exact wording of this menu item; for instance, it might read Undo Last Deletion if you most recently deleted an object) There will be many times that you accidentally do something that you realize was a mistake, and by selecting Undo or its keyboard equivalent, Ctrl-Z, ProphetCharts will undo the action This is the default tool, which is just the mouse cursor The Pointer doesn t alter the graph in any way; it simply lets you move the mouse around and take actions The Pointer is by default the selection, and choosing any other tool (such as Trendline) temporarily deselects this choice.

dr' = CelT, 7")

foo dp~ etA" ..p 2:: .--; -,

,-00"

. -" . e'Pz~ e-tp,z,-,k;zz, (3.3.5)

+ hiEhi)

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Several years ago, the issue of oor vibration was considered by the North Carolina State Building Code Council for incorporation into the building code. This came at a time when the expectations of consumers were rising. In North Carolina, complaints regarding excessive oor vibration in residential structures caused the Structural Committee of the Building Code Council in 1991 to consider making vibratory analysis part of the building code at roughly the same time that the CABO code was being adopted. At the time, some argued that the Building Code Committee should not recommend that a vibratory analysis, by a professional engineer, be a required part of the code because the vibratory response of a oor is independent of its structural capacity. The vibratory response of a oor is dif cult to quantify, and requiring a vibratory analysis in the building code would lead to increased litigation for real or imagined problems that are not a measure of safety. A suggestion was made to simplify the problem by placing in the code minimum depth-to-span recommendations that have been shown to minimize vibratory problems. That advice was not implemented, and code mandated vibratory analysis was avoided for the time being.

(E~l)(r)) =

'11. 0

1 ap'l dz'Go(r,r')ik;,,:P'-ik,zz'

00 -00

Once you have nished drawing your object, the Pointer will be selected once again You have four choices for what appears wherever the cursor goes: None, Vertical, Horizontal, or Crosshair You can therefore have a horizontal line only, a vertical line only, both, or neither as you move your mouse around Most people leave the vertical line on, using the crosshair choice when they are trying to make a very precise judgment on both time and price If you nd the lines bothersome or annoying, you change this to None This zooms in on the rightmost 50 percent of the chart The keyboard equivalent is Ctrl-Plus If you want to zoom in on a precise part of the chart, just click-and-drag with the mouse Using Zoom In repeatedly will home in closer and closer to the most recent data..

+ hiEhi )

(3.3.6)

Using the plane wave representation of dyadic Grecn's function from (2.1.16) in 2 of Volume I, we have for Z in region 2 and z < z'

87f 2

1 .- - -,. , dk PI. = - kdkd)e,k".(p-p )e-',k:z(z-z) -(1 " . ' '

In light of the earthquakes in Northridge, California, and Kobe, Japan, engineering researchers are rethinking the current approach to seismic design. Research undertaken at the present time will result in almost immediate changes in the building codes. Seismic design is a market to exploit. Grant monies for studies and research is owing from Washington in response to

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