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

Table 4

Values loads.

Floors	Cover	First floor
Distributed loads (KN/m)
Dead weight floor	29.25	29.25
Dead weight beam in the direction	3.75	3.75
Variables	1.35	6.48
Total load	34.35	39.48
Point loads (KN) exterior columns
Dead weight beam in the direction	16.87	16.87
Upper column	0	3.37
Lower column	3.37	3.37
	20.25	23.61
Point loads (KN) interior columns
Dead weight beam in the direction	16.87	16.87
Upper column	0	3.37
Lower column	3.37	3.37
	20.25	23.61