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Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com) Copyright 2004 The McGraw-Hill Companies. All rights reserved. Any use is subject to the Terms of Use as given at the website.

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If an error occurs, the If statements prevent further execution of the business logic and pass an error to the end of the procedure. Changes will be rolled back, and the stored procedure returns the value of the @intErrorCode variable to the calling stored procedure or script. If an error occurs, this variable may be used to notify the calling procedure that there was a problem.

Since the column under consideration here has greater resistance to buckling than the case in Fig. 30.2e, the (kL)cr here will be greater than . We can therefore evaluate Eq. (30.13) beginning with kL = and increasing it slowly until the value of the left side of Eq. (30.13) changes sign. Since (kL)cr lies between the values of kL for which the left side of Eq. (30.13) has opposite signs, we now have bounds on (kL)cr. To obtain improved bounds, we take the average of the two bounding values, which we will designate by (kL)av. If the value of the left side of Eq. (30.13) obtained by using (kL)av is positive (negative), then (kL)cr lies between (kL)av and that value of kL for which the left side of Eq. (30.13) is negative (positive). This process is continued, using the successive values of (kL)av to obtain improved bounds on (kL)cr, until the desired accuracy is obtained. The last two equations in Eq. (30.12) imply perfect rigidity of the surrounding structure with respect to rotation. A more general result may be obtained by taking into account the elasticity of the surrounding structure in this respect. Suppose that the equivalent torsional spring constants for the surrounding structure are K(T, 0) and K(T, L) at x = 0 and x = L, respectively. Then Eq. (30.12) is replaced by y(L) = 0 M(0) = K(T, 0) dy(0) dx dy(L) dx (30.15)

M(L) = K(T, L)

The calling stored procedure might have the same error handling system in place. In such a case, calls to the stored procedures should treat the returned values as error codes:

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Proceeding as before, with Eq. (30.15) replacing Eq. (30.12), we obtain the following equation for kL: L4K(0)K(T, 0)K(T, L) L3 3 [K(T, 0) + K(T, L)]K(0) EI(kL) (EI)2 (kL)3 + LK(T, 0)K(T, L) EI(kL) K(0)L2 + (kL) EI(kL) L sin kL

The method works like a cascade that stops all further processing in a whole set of nested stored procedures.

+ K(T, 0) + K(T, L)

ISO 14001 (YES/NO)

L3 [K(T, 0) + K(T, L)]K(0) cos kL EI(kL)2 +2 L4K(0)K(T, 0) + K(T, L) (1 cos kL) = 0 (EI)2(kL)4 (30.16)

This error handling structure is very useful even in cases when a stored procedure is called from another programming environment, such as Visual Basic or Visual C++. The return value of a stored

The lowest value of kL satisfying Eq. (30.16) is the (kL)cr to be substituted in Eq. (30.14) in order to obtain the critical load. Here there is no apparent good guess with which to begin computations. Considering the current accessibility of computers, a convenient approach would be to obtain a plot of the left side of Eq. (30.16) for 0 kL < , and if there is no change in sign, extend the plot up to kL = 2 , which is the solution for the column with a perfectly rigid surrounding structure (Fig. 30.2c).

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