Chapter 2 Optimum Design Problem Formulation
Arora, Introduction to Optimum Design, 4e
2.16________________________________________________________________________________
Design of a two-bar truss. Design a symmetric two–bar truss (both members have the same cross
section), as shown in Fig. E2.16, to support a load W. The truss consists of two steel tubes pinned
together at one end and supported on the ground at the other. The span of the truss is fixed at s.
Formulate the minimum mass truss design problem using height and the cross-sectional dimensions
as design variable. The design should satisfy the following constraints:
1. Because of space limitations, the height of the truss must not exceed b1, and must not be less
than b2.
2. The ratio of the mean diameter to thickness of the tube must not exceed b3.
3. The compressive stress in the tubes must not exceed the allowable stress, σa, for steel.
4. The height, diameter, and thickness must be chosen to safeguard against member buckling.
Use the following data: W = 10 kN; span s = 2 m; b1 = 5 m; b2 = 2 m; b3 =90; allowable stress, σa
=250 MPa; modulus of elasticity, E = 210 GPa; mass density,ρ =7850 kg/m3; factor of safety against
buckling; FS=2; 0.1 ≤ D ≤ 2, m) and 0.01 ≤ t ≤ 0.1, m.
FIGURE E2.16 Two–bar structure.
Solution
Given: Constraints 1-4 listed above and the factor of safety against buckling in the data section
above.