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= | 0.203| = 0.203 The yield strength of the surface material at this location is estimated as, from Table 33.1, quo = 0.203 = 0.1015 1+1 qyo = 0.1015 = 0.0844 1 + 2(0.1015)

/* Get the customer info for customer 2111 */ declare the_name varchar(20); declare the_rep varchar(15); declare the_city varchar(15); exec get_cust_info @c_num = 2111, @c_name = the_name output, @r_name = the_rep output, @c_offc = the_city output;

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(Sy)tLc = o ( qyo)m = 140(0.0844)0.14 = 99 kpsi The ultimate strength at this location is estimated as, from Table 33.1, (Su)tLc = (Su)o exp ( quo) = 92.5 exp (0.1015) = 102.4 kpsi Both the yield strength and the ultimate strength have increased. They are nominally equal because the true strain of 0.203 exceeds the true strain of 0.14 which occurs at ultimate load. The yield strength has increased by 65 percent and the ultimate strength has increased by 11 percent at this location. The strength at the inside and outside surface at section BB has not changed appreciably. The changes at the sections above BB are improvements in accord with the local geometry. For dynamic strength, the endurance limits have changed in proportion to the changes in ultimate strength. At section AA the R. R. Moore endurance limit is estimated to be Se = Su 102.4 = = 51.2 kpsi 2 2

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Figure 20-11 shows the Informix SPL version of the same stored procedure example. Informix takes a different approach to handling multiple return values. Instead of output parameters, Informix extends the definition of a stored function to allow multiple return values. Thus, the GET_CUST_INFO procedure becomes a function for the Informix dialect. The multiple return values are specified in the RETURNING clause of the procedure header, and they are actually returned by the RETURN statement.

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an improvement of 11 percent. Since the strengths vary with position and stresses vary with position also, a check is in order to see if section AA or section BB is critical in a tensile loading of the eyebolt. The increase in yield strength and endurance limit due to cold work, while present, may not be helpful. Consider the strip spring formed from bar stock to the geometry of Fig. 29.15. Just to the right of the radius the original properties prevail, and the bending moment is only slightly less than to the left of section AA. In this case, the increased strength at the critical location is not really exploitable.

Part VI:

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/* Get customer name, salesrep, and office */ create function get_cust_info(c_num integer) returning varchar(20), varchar(15), varchar(15) define c_name varchar(20); define r_name varchar(15); define r_name varchar(15); /* Simple single-row query to get info */ select company, name, city into cname, r_name, c_offc from customers, salesreps, offices where cust_num = c_num and empl_num = cust_rep and office = rep_office; /* Return the three values */ return cname, r_name, c_offc; end procedure;

FIGURE 29.16 Logic flowchart for estimation of localized ultimate strength or endurance limit for heattreated steels.

The Informix CALL statement that invokes the stored function uses a special RETURNING clause to receive the returned values:

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For parts that are heat-treated by quenching and tempering, the methods and procedures are given in Fig. 29.16 (see Chap. 33). If a shaft has been designed, an adequacy assessment is required. An estimate of the strength at a location where the shaft steps in Fig. 29.17 from 1 to 1.125 in is necessary. The specifications include the material to be 4140 steel quenched in still oil with mild part agitation and tempered for 2 hours at 1000 F. The material earmarked for manufacture has a ladle analysis of

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