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If appearance is a major problem, a steel itch plate can be inserted into a kerf or rout cut into the center of the beam Often, these cuts are made with a chain saw attached to a guide The itch plate must then be securely attached to the wood with a suitable epoxy-bonding agent Determining plate thickness, height, length and connection method requires a thorough structural analysis Glued laminated timber beams with inadequate bending capacity can also be reinforced by adding tie rods or bottom plates of steel..

(2.2.13)

On balancing Eq. (2.2.13) to zeroth order,



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y(O) (k x ) = O(kx ) y(O) (x) = 1

(2.2.14) (2.2.15)

1. Pull up the price chart of any nancial instrument. 2. Choose Apply Studies from the Studies menu. 3. Find Exponential Moving Average from the Studies list, and double-

dxei(ki,,-k")Xikzf(x)

dxe i(k i",-k,,)x y (1)(x)

(2.2.16)

(2.2.17)

y(2) (k x - k ix ) =





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De ection failures, cause by inadequate stiffness, usually lead to bending failures. For example, inadequate stiffness can cause excessive ponding of water on a at roof leading to failure bending. Of course, the most straightforward repair would be to put a lightweight tapered insulation on the roof and offset the de ection. Most laminated timber beams are cambered to offset dead load de ection. Excessive de ection may indicate that a large overstress is present in existing beams due to dead load only. Certainly, on more than one occasion, cambered glued laminated timber beams have been installed up-side down. Since glued laminated timber is a material that depends upon adhesives, epoxy repairs would be compatible with requirements of the Secretary of the Interior s Guidelines. Replacement-in-kind of deteriorated laminations is relatively easily accomplished in the eld if the moisture content can be controlled and if glulam stock is available. Boards can be planed to width of the member in the eld after attachment. In many glued laminated timber structures, the bases of Tudor or radial arches become deteriorated if exposed to moisture.

dk~F(kx - k~)F(k~ (~; - kzk~)

k ix )

(~; - kzk~)

(2.2.19a)

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click on it three times. This makes three identical studies go into the Price pane. These are all marked EMA(30), indicating in shorthand that three 30-period Exponential Moving Averages have been added. 4. Double-click on the rst EMA(30) and change the value in the period box to 10, then click OK. That will make it a 10-day moving average. 5. Double-click on the second EMA(30) and change its period value to 50, then click OK. Change the third EMA to 100 in the same manner. The Price pane will resemble Figure 6.16. 6. Click the OK button to nish.

y(2)(x) = [ : dkxei(k,-kiT)X [ : dk~F(kx -

F(k~ -

k ix )

(2.2.19b)

The connection of the laminated timber arch to its supporting steel shoe is critical because the shoe transfers vertical forces and horizontal thrust through anchor bolts to the foundation.

T(k x , k ix ) = -

dx ei(k;,-k,)X-ikzf(x)y(x)

(2.2.20)

In field perturbation theory, we also put e-ikzf(x) in power series of f(x)

FIGURE 6.16 Three exponential moving averages being applied to the Price pane in the technical studies editor.

ikzf(x) _

k;f~(X))

(2.2.21)

x (y(O)(x) + y(1)(x) + y(2)(x))

Repairing this type of connection often requires that steel plates be welded to the existing shoe and connected to the glued laminated timber member to resist all forces.

T(k x , k ix ) = - 5(kx - k ix ) + 2ikiz F(k x - k ix )

dk~ k~F(kx - k~)F(k~ -

k ix )

(2.2.22)

Equation (2.2.22) is the solution of T(k x , k ix ) based on field perturbation theory. Phase perturbation theory proceeds differently as follows. The perturbation of y(x) is made in the phase rather than in the complex amplitude. Let

The result is shown in Figure 6.17, with three moving averages overlaid on the price chart. A legend of the studies appears just beneath the data line, showing each of the studies followed by (1) its current numeric value, based on where you are pointing on the chart; and (2) its last, most recent value from the chart, since the Show Last Value checkbox was checked on the technical studies editor. Now that you understand how to combine technical studies, you can use the time-saving Study Sets feature.

(2.2.23a)

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