Which elements were standardized and tabulated for design office use?
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From Optimum Design of Prestressed Structures · Prestressed Concrete Structures
MCQ
MCQ
A linear function in three-dimensional space is a _____
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The first non linear programming procedure to be used in which year?
MCQ
The method of feasible direction can be grouped under the _____
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In the design of prestressed concrete structural elements, the objective function comprises cost of ______
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The further improvement method of sequential linear programming is?
MCQ
The structural shapes, unit costs are assumed without considering ________
MCQ
One of the most powerful techniques for solving non linear programming is to transform the _____