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Our procedure for evaluating an existing framed building or roof structure, historic or not, is to apply today s code mandated snow, live, and wind and seismic loads to various component systems, assuming that no deterioration has occurred In this way, the original structure can be tested with speci c load criteria, against reasonable allowable design values so that the amount of stress in various elements can be tabulated and compared to allowables By performing a computer analysis, the stiffness in various components, and the continuity, or lack of continuity, through joints, can be included, resulting in accurate theoretical de ections The computed de ections can then be compared to today s code mandated limits for structures.



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dk~B(k~)F(kl- -k~)





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companies around, and certainly one that was widely known in the 1980s. Look at Figure 1.18 and see how the company s stock built an amazing cup with handle formation over more than a decade. From 1973 to 1986 the company s stock went essentially nowhere, but it was carving what turned out to be an incredibly potent base pattern. In 1986 and 1987 the company s stock rose, but during the crash of October 1987, pretty much all the value that had been added to the stock got wiped out in a matter of a few days. What s especially interesting, though, is that 1987 s crash is almost an inconsequential blip in the grand scheme of the chart, as 3M went on to an impressive 8,600% gain over the next 17 years. Once the basing and breakout were nished, the stock basically never went down and became one of the best-performing stocks of any kind, blue chip or otherwise. One last example of a breakout shows once again how vital volume is. A bullish move almost always requires volume to power it up, whereas a bearish pattern can make a stock collapse on its own weight. PetroChina (symbol PTR) had an explosion in volume perfectly correlated to its breakout from a cup with handle pattern in the spring of 2003. Notice the highlighted portion of the volume bars indicating this change in Figure 1.19. The volume is the gasoline that feeds the re of higher stock prices.

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(1.2.191)

k~z J dk~B(k~)F(2)(kl- - k~)]}

dkl-ik-L'T-Leik,z :z {[e(kz)e(k z ) + 1,,(kz)1,,(kz )]

[-1,,(kz)e(k z )

Jdk~A(k~)F(kl--k~)- ~; Jdk~A(k~)F(2)(kl--k~)] + Jdk~B(k~)F(kl- k~)

e(kz)1,,(kz )] [B(kl-) - ikz -

k~)]}

(1.2.19g)

Once this process is completed, then a review of the amount of stress in particular elements can be compared against reasonable values that could be expected from the materials used at the time the building was constructed After structural analysis is complete, then a condition analysis can be made on the basis of eld observation, measurement, and testing Ideally, it is best to have at least a preliminary analysis in hand prior to actually observing conditions in the eld In reality, we often are responding to the client s wishes to inspect the structure as soon as possible, without bene t of measured drawings from the architect or prior information of any kind Through analysis and engineering judgment, the capacity of various components can be tabulated to account for deterioration The theoretical de ection can be compared to the actual deformation of the structure as measured in the eld.

To solve the surface fields, it is convenient to define q and p, which are the unit vectors that are parallel to the projections of e and 1" on the horizontal plane.

over a long time period, technical analysis has tremendous weight. The breakout in the mid-1980s was the rst step to a staggering rise in the value of 3M.

(1.2.20a)

(1.2.20b)

is the projection of 1,,(-k z ) on the x-y plane and is also the unit vector in the projection ofk onto x-y plane. We use two orthonormal systems (1", e, k) and (z, q, p). Let kl- = k p cos <PkX + k p sin <PkY and k~ = k~ cos <P~x + k~ sin <P~y, Then kz kp

(1.2.21a)

(1.2.21b) (1.2.22a) (1.2.22b) <Pk) (1.2.22c) (1.2.22d) (1.2.22e)

e( kz ) . q(kl-)

e( kz) . p(kl-) 1,,( kz ) . q(k~)

Each study will be presented with emphasis on the structural evaluation and condition assessment Each section will include a description of the project and its history, a condition assessment, structural analysis, discussion, recommendations and a description of the subsequent intervention as executed with drawings and photographs..

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