Page 333 - Advanced Design Examples of Seismic Retrofit of Structures

Example of a Steel Frame Building Retrofitted Chapter 5 317

Result OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK Continued

(kg/cm 2 ) 50.75 F y

F b 1770 1770 1770 1770 1770 1770 1770 1770 1770 1770 1770 1770 1770 1770 1770 1770

5(M/S) (kg/cm 2 )

F a 824.02 5.43 810.49 22.23 10.92 21.87 570.97 10.92 580.50 461.03 10.92 22.23 580.50 10.92 461.03 21.87

(cm 3 )

S 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8

(kgcm)

Connections V e 5 M 55,868.66 367.88 54,951.28 1507.492 740.112 1482.74 38,711.79 740.112 39,358.06 31,257.83 740.112 1507.492 39,358.06 740.112 31,257.83 1482.74

Cradle-Type (cm) e 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8

the
of
Control (kg) V2 8215.98 54.1 8081.07 221.69 108.84 218.05 5692.91 108.84 5787.95 4596.74 108.84 221.69 5787.95 108.84 4596.74 218.05

5.15
TABLE Beam B1 B2 B3 B19 B20 B33 B34 B35 B36 B37 B38 B39 B40 B41 B42 B43