Page 332 - Advanced Design Examples of Seismic Retrofit of Structures

OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
(kg/cm 2 )
1770
1770
1770
1770
1770
1770
1770
1770
1770
1770
1770
1770
1770
1770
1770
F b
5(M/S)
580.50
570.97
580.50
461.03
810.49
461.03
22.23
10.92
22.23
10.92
21.87
10.92
10.92
21.87
5.43
F a
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) Result 50.75 F y (kg/cm 2 ) (cm 3 ) S OK 1770 824.02 67.8 Example of a Steel Frame Building Retrofitted Chapter 5 317 Continued
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