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meets all of the requirements of the project This can be a shortcut to a solution based on sound engineering judgment, resulting in the appropriate effort applied to various tasks Simpli ed engineering becomes a critical issue when it is practiced as a response to unwieldy or dif cult computer software To use most structural software, the designer requires a block of uninterrupted time If this time is not available, the designer may abandon the software in favor of a less accurate hand calculation In some cases simpli cation may actually yield more accurate nal results For example, a plane frame analysis of a three-dimensional steeple structure may afford the engineer an opportunity to get the feel of the structure when compared to a three-dimensional analysis with its complicated coordinate system, which results in reams of pages of output.



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+ Rho) -

k 1z (h(-k z ) Pi) (1 + Rho)

+kRho)

<Pi) + kpkpi }

(1.2.48b)

to appear. Clicking this pin toggles between forcing the module open or permitting it to be closed.

+ kkr(k 1z + k z ) ('(-k ). ")(1 + R ) krkz + k 2k 1z e z P~ ho 2 _ ~ (kr k ; - k krz) (h(-k ) . ,.) k iz (1 _ R ) z q~ k ho k z krkz + k2k1z = kkr(k 1z + k z ) . ('" _ "")(1 R ) (1.2.48c) krkz + k 2k 1z sm 'f'k 'f'~ + ho

B:(k..L)

ka ) . qi) k~z (1 - Rho)





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The cost of increased accuracy in engineering calculations is a decreased sense and understanding, or feel for the numbers particularly, the results It is reasonable to expect that the design engineer will have a sense of an expected range of results prior to performing the calculations The computer industry lags far behind in the production of ef cient userfriendly software for structural engineers Although great advances have been made in the development of faster general plane frame analysis programs with more capacity, design programs for individual beam and column members are often unwieldy For example, some Composite Steel Beam Design programs require two pages of printout for each beam analyzed Traditionally, structural engineers have batched tasks, analyzing all columns at one time, or all similarly loaded beams together One 8 11 sheet of printout should be suf cient to display the output for 12 to 24 beams or columns.

+ Rho)

1z sin( k - i) = k 2k k 2k {-(kz + k1z )(1 - Rho)kiz [kzk1z 1 z + lz +kzklz(kr - k 2)(1 + Rho)}

+ Rho)}

(1.2.48d)

(8.4.13)

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FIGURE 3.5 By clicking several pins in the module pane, you can keep several of the modules open at once.

where A o is the area of the slab. The bistatic scattering coefficient is 'Y(ks,f"id) = 47fr 21/ (A o cos Oi). Let 'YL and "Ie denote, respectively, the summation of ladder and cyclical bistatic coefficients, and 'Yin) and 'Yg') denote the respective nth-order solutions. The first-order ladder bistatic scattering coefficient is, from (8.4.13)

'YL (ks , kid)

= sec ()s + sec () i {1- exp[-Td(sec Os + sec Oi) ]}p( k s, kid)

Anton Tedesko pointed out in a recent issue of Civil Engineering magazine that computers have not diminished the value of back-of-an-envelope calculations 6 Computer analyses are of great help when used in the proper context, when modeling of the structure is correct, when the actual boundary conditions are taken into account and the output is examined and interpreted by an experienced engineer It is a misconception, however, that sophisticated computer analyses through greater accuracy will lead to better designs The quality of a design is not a function of the exactness of the calculations, and it is not necessary to strive for great accuracy in a numerical analysis when the accuracy of the assumption is not known Many of the calculations made today are not necessary Sometimes calculations are produced because the analyst is fascinated with the program or is taken in by the sheer beauty of the analysis.

(8.4.14)

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