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k~7 w(mxx) (kdl-) ] - [(b s . F1313(0,0)) (as' P* (kl- s, kl-

(2.1.214)

Although contract documents may indicate one set of sizes and connections, the shop drawings may re ect a minimum design with different member sizes, and a framing system optimized by the laminator Although laminators often destroy project les after a few years, depending on the legal statute of limitations, shop-drawing tracings may survive Sometimes the owner or contractor will have a copy of the shop drawing prints Often the original structural engineer or architect of record will have old shop drawings on le..



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In this section we study the phase perturbation method [Winebrenner and Ishimaru, 1985a,b). We will study the case of one-dimensional surfaces with the Dirichlet boundary condition. Consider an incident plane wave with

Einc = exp(ikixx - ikizz)

Then Huygens' principle is, for z' > f(x')

(2.2.1)

is grayed-out, since the volume is being hidden on this chart based on the Quick Toggles). And, as always, once you nish dropping a study to its location, you can double-click on that study to adjust its settings (Figure 6.12). You will certainly do this with moving averages if you use more than one moving average, since they will otherwise all have the same periods.

E(r') = Einc(r') -

and the extinction theorem is, for z' < f(x)

dx g(r, r')N . V' E(r)

(2.2.2a)

dx 9(1', r')N . V' E(r)





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Repair and conservation techniques range from replacement in kind to reinforcement with steel and/or epoxy systems. Many structural repairs require the replacement of the decayed ends of arches or A-frames with moment resisting steel legs connected with eld-applied shear plates.

(2.2.2b)

g(r, 1") = ~H~l)( b/(x - x')2

+ (z - z')2)

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If you want to remove a study, just click on it and then click on Delete Study. It will be removed at once. If the study you are deleting is the only thing in its pane, and the pane is not Price or Volume, ProphetCharts will ask you if you would like to go ahead and delete the pane at the same time. After all, there is not much value in having an empty pane unless you intend to put something else there. If you want the pane removed, click on Yes. You can save yourself time by checking the Don t warn me checkbox before clicking Yes so that ProphetCharts does not need to ask you anymore. A more direct way to delete both the pane and all the studies within it is to click the close box in the upper-right corner of any pane. When you do, a dialog box like the one in Figure 6.13 appears, verifying you want to make this deletion. You can click OK to proceed and, as before, you can click the Don t warn me checkbox in order not to be advised in the future. This saves time, but it also means you won t have a chance to change your mind when you delete panes later (you can also reactivate this warning later by clicking the Enable Warnings checkbox in the Preferences dialog box, accessed from the Chart Settings menu).

(2.2.3)

Es(f') = -

eikx(x'-x)+ikz(z'-j(x))_ k N . \7 E(r)

(2.2.4)

dk x eikxx'+ikzZ'T(kx, k ix )

The usual repair for a horizontal shear problem is to replace the member if it is badly split Shear reinforcing of other overstressed members that have not failed may include lag screws used to stitch the beam together These are normally inserted through the roof or oor deck, perpendicular to the axis of the beam Stitch lags are inserted into pre-bored lag lead holes, which may extend almost the full depth of the beam Three-quarter-inch diameter lag screws are available up to 30 inches in length Other shear reinforcing may include an exposed joist hanger to support the bottom of a notched beam, steel side plates, or steel or ber reinforced plastic dowels inserted in vertical holes and epoxied in place with a gap lling epoxy formulated for wood repairs.

(2.2.5)

T(kx,kix) = -4

1CX) dxe-ikxx-ikz!(x)(N. \7E(r)) -CX)

(2.2.6)

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