Page 334 - Advanced Design Examples of Seismic Retrofit of Structures
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Advanced Design Examples of Seismic Retrofit of Structures
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Connections—cont’d (kg/cm 2 ) F b 5(M/S) F a Result (kg/cm 2 ) (cm 3 ) S (kgcm) V e M 50.75 F y 5 OK 1770 10.92 67.8 740.112 OK 1770 22.23 67.8 1507.492 OK 1770 9.35 67.8 634.032 OK 1770 450.03 67.8 30,512.08 OK 1770 405.72 67.8 27,508.04 OK 1770 600.15 67.8 40,690.11 OK 1770
Cradle-Type (cm) e 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8
the
of
Control (kg) V2 108.84 221.69 93.24 4487.07 4045.3 5983.84 212.52 7911.8
5.15
TABLE Beam B44 B45 B48 B49 B50 B52 B53 B54
