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Although there is a need to develop methods of evaluating the probable service life of structural solutions, we must also be able to identify the other decision-making factors inherent in rehabilitating buildings Designers must walk a narrow path with regard to renovation options so as to not cause the decerti cation of a historic property and the loss of tax credits They must deal sensitively with the feeling of the building so as not to destroy the quality of the building that evokes an aesthetic or historic sense of a past period of time This feeling may depend on the presence of surviving physical characteristics such as timber-framed oors or exposed roof trusses Historic authenticity can be lost through extensive replacement of historic material and cannot be recaptured by reconstruction with new material in the rehabilitation The US.



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+ n~147f fI 4 <5(rl -

1"4)<5(1"2 - 1"3)

then click the mouse button. 2. While holding down your mouse button, drag the mouse to the point where you want the zooming to stop (it doesn t matter if you swipe to the left or the right, although usually it s more intuitive for people to go from left to right, since that is how time progresses on the chart).

GUm(r1, r6)G Um (r7' r2)Gilm(r2, rIO) Gi1m (ru, rl)C(r6, 1"7; rIO, ru)

(8.3.12)

C(r1' 1"2;1"3, 1"4) = A(r1' 1"2)8(1"1 - 1"4)8(1"2 - 1"3) (8.3.13)

A(r1, 1"2)

=n~(47f)2IfI4 ~=Kelr~-~~I + n~(47f)2IfI6 { dr' ~=Kelr~~~1 ~=Kelr:~~1 rl - r2 lV T1 - r r2 - r + n~lfl4 { dr' ( dr" ~=Kelr~~~1 ~=Kelr:~/~1 A(r',r") (8.3.14) lV lV r1 - r r2 - r





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where VI is the volume in the region between z = 0 and z = -d. Because of translational invariance in the horizontal plane, let

00 _

Department of Interior has issued interim guidelines for evaluating deteriorated building in order to amplify previously published National Park Service requirements and guidance for the Preservation Tax Incentives Program How will the serviceability of the reinforced Montague Building compare with the restructured Watauga Hall The steel and concrete structure within Watauga Hall is a complete structural system supported by new column footings, while the three-story reinforced wood frame of the Montague Building is supported on its original corbelled brick and rubble stone ll column footings and exterior brick masonry walls The Montague Building is an example of a project in which the original structural system was reinforced in order to meet minimum design load requirements..

A(rl,r2)

instantly be displayed. During the zooming-in process (Figure 2.6), you will see the portion you are swiping highlighted. You can drag the mouse left or right until you are satis ed with your selection, at which time you can release the mouse. To revert to the original, complete chart, double-click the mouse anywhere in the chart area.

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dkDl.. eikD.dru -rn) A(kDl..; ZI, Z2)

(8.3.15)

KZ(A+D) = Kz(A-D) =

2 1/2 ] 2 1/2 ]

(8.3.17) (8.3.18)

2 [K -

k D J..1 -2-

I proposed a solution similar to the successful at-plate system used for Watauga Hall, but it was rejected by the owner The State Historic Preservation of cer did not render a clear judgment with regard to the acceptability of the proposed concrete oor system Although the general contractor preferred the at-plate approach, suf ciently accurate cost estimates of the two alternate systems were not generated prior to construction Clearly, our preservation philosophies need to recognize the potential liability inherent in the dif cult decisions made by design professionals such as structural engineers Aesthetics weighs heavily in the decision-making process utilized by governmental agencies administering tax act preservation projects A solution that requires the designer to reinforce a marginal timber structure, rather than replace the structure with a new system, involves additional risk to the owner, designer, and contractor.

We also let (8.3.19) (8.3.20) From (5.5.42) and (5.5.46)

_ ei(K.(A+D)-K;(A_D )T/K." dkAJ..--------00 Kz(A+D)K;(A_D) OO e-T(a2+t2) 1(2 dt --,----::------::-:--:-= 1 (a 2 + t 2)1/2 00

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