Skip to main content
Journal of Engineering and Applied Science

Table 8 FEMA P58 quantities estimate for structural performance groups per floor

From: Effect of alternative load path design method on preventing progressive collapse and reducing the rehabilitation cost using FEMA-P58

Fragility Number

Fragility Name

Quantity

Dir. X

Dir. Y

B1041.052a

ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24" × 36", Beam one side

14.00

10.00

B1041.052b

ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24" × 36", Beam both sides

21.00

25.00

Back to article page