Page 272 - Advanced Design Examples of Seismic Retrofit of Structures

Example of a Steel Frame Building With Masonry Infill Walls Chapter 4 265

Result OK OK OK OK OK OK OK OK OK

(kg/cm 2 ) 0.0351 0.0518 0.0686 0.0649 0.0959 0.1270 0.0351 0.0518 0.0686

F p

(kg/m 2 )
W p 458 458 458 848 848 848 458 458 458

(cm) 980 980 980 980 980 980 980 980 980
H
[12a]
Direction Z (cm) 180 500 820 180 500 820 180 500 820

Out-of-Plane t inf (cm) 20 20 20 20 20 20 20 20 20

in
Walls L inf (cm) 715 715 715 540 540 540 540 540 540

Infill
the h inf (cm) 280 280 280 280 280 280 280 280 280
of
Evaluation R p 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5

of a p 1 1 1 1 1 1 1 1 1
Results

4.21 Wall
TABLE Infill Location Longitudinal- internal Transverse- external Transverse- internal