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

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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)

A SQL function does return a value. It is called just like a built-in SQL function within a value expression:

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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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The critical-load formulas developed above provide satisfactory values of the allowable load for very slender columns for which buckling, as manifested by unaccept-

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SQL/PSM restricts SQL functions to only returning a single value through the functioncall mechanism. Output parameters and input/output parameters are not allowed in SQL functions. SQL routines are objects within the database structure described in the SQL standard. SQL/PSM allows the creation of routines within a SQL schema (a schema-level routine), where it exists along with the tables, views, assertions, and other objects. It also allows the creation of routines within a SQL module, which is the SQL procedure model carried forward from the SQL1 standard.

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Following the practice of most DBMS brands, the SQL/PSM standard uses the CREATE PROCEDURE and CREATE FUNCTION statements to specify the definitions of stored procedures and functions. Figure 20-18 shows syntax for the CREATE PROCEDURE statement, and Figure 20-19 shows the syntax for the CREATE FUNCTION statement. In addition to the capabilities shown in the figure, the standard provides a capability to define external stored procedures, specifying the language they are written in, whether they can read or modify data in the database, their calling conventions, and other characteristics.

ably large deformation, will occur within the elastic range of the material. For more massive columns, the deformation enters the plastic region (where strain increases more rapidly with stress) prior to the onset of buckling. To take into account this change in the stress-strain relationship, we modify the Euler formula. We define the tangent modulus E(t) as the slope of the tangent to the stress-strain curve at a given strain. Then the modified formulas for the critical load are obtained by substituting E(t) for E in Eq. (30.9) and Eq. (30.13) plus Eq. (30.14) or Eq. (30.16) plus Eq. (30.14). This will produce a more accurate prediction of the buckling load. However, this may not be the most desirable design approach. In general, a design which will produce plastic deformation under the operating load is undesirable. Hence, for a column which will undergo plastic deformation prior to buckling, the preferred design-limiting criterion is the onset of plastic deformation, not the buckling.

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