A Reliable Visual Inspection Method for Vulnerability Assessment of Hyperstatic Structures Using Fuzzy Logic Analysis

Table 2

Section geometry.

Columns	column width in the direction	30 cm
	column height in the direction	30 cm
	area of cross sections	900 cm^2
	moment of inertia about the -axis	67500 cm^4
	is the effective area to cut	747 cm^2
	Steel reinforcement columns on the ground floor
	Steel reinforcement columns on the first floor
Beams	width of the web in the direction	30 cm
	is the height of the floor in the direction	50 cm
	flange width in the direction	186 cm
	height of the flange in the direction	26 cm
	cross section area	6336 cm^2
	distance of center of gravity from the upper edge	22 cm
	moment of inertia around the -axis	2238144 cm^4
	is the effective area to cut	1680 cm^2
	Steel reinforcement in the tension zone
	Steel reinforcement in the compression zone