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Texas A&M University College of Engineering

5.3

Posted on July 27, 2021 by Abigail Stason

                             MOR/LP

Date: 10/12/00                                   Time: 16:49:37
                         d:\junk\5-03.lp

                        MODEL DESCRIPTION
      ****************************************************

min z = 8xas + 16xbs

st

       0.2  xas + 0.3 xbs >= 20 
       0.14 xas + 0.5 xbs >= 29 
       0.25 xas + 0.2 xbs >= 20 

"Not needed, but nice to have calculated for you:"

       coarsegravel - 0.2xas - 0.3xbs = 0
       finegravel - 0.14xas - 0.5xbs  = 0
       sand - 0.25xas - 0.2xbs        = 0




      ****************************************************


Simplex Method





                            ^^^ Optimal Solution ^^^

Z               =   1080.4124
XAS             =     43.2990
XBS             =     45.8763
COARSEGRAVEL    =     22.4227
FINEGRAVEL      =     29.0000
SAND            =     20.0000
 Surpl1         =      2.4227


Compile time:     0.00 (Secs.)
Run time    :     0.00 (Secs.)

Filed Under: Uncategorized

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