Design of Flexible Structural System for Building Customization

Table 1

Mechanical properties of the cross sections.

Wall thickness	Area A(mm^2)	Moment of inertia Iyy = Izz (mm^4)	Warping modulus Iw (mm^6)
t = 2 mm	1264	2.2487e + 6	1.8998e + 8
t = 3 mm	1884	3.2834e + 6	2.7029e + 8