Unformatted text preview: 2500 253.076166 <= 253.072741539 B/Area 1500 3000 <= 30000 B/Area 2500 795.41839 <= 30000 L A *D*A L B *D*A Cost A Cost B P cr(B) L B = 25 A x A y L A = 15 B x B y Area A Area A Area B Area B P cr P cr f y(A) f y(A) f y(B) f y(B) Area A Area B P cr f y(A) f y(B) **When using excel Solver there where difficulties for solve to calculate. Seems that changing varibles (Area A & Area  B) can not be quotients in the calculation process. Therefore, all equations where manipulated such that Area  A & Area  B where a product of the coefficients. Second Page of excel shows this with different numbers (i.e smaller #'s) This made solver find the best solution for the each material.** Best Material to choose from was carbon steel with a total cost of $117.34. With Member  A having a crossectional area of .5 in2 & Member  B had a cross sectional area of 3.143 in2...
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This note was uploaded on 03/30/2012 for the course CIVIL ENGI CEE111 taught by Professor Recker during the Winter '12 term at UC Irvine.
 Winter '12
 RECKER

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