Page 348 - Advanced Design Examples of Seismic Retrofit of Structures

326 Advanced Design Examples of Seismic Retrofit of Structures

DCR (C) 28.10 29.52 28.10 29.52

DCR (T) 0.47 0.48 0.47 0.48

m t κQ CE(T) 174.12 174.12 174.12 174.12

m c κQ CE(C) 3.102 3.102 3.102 3.102

m t 6 6 6 6

m c 3 3 3 3

Building Q CE(T) (ton) 29.02 29.02 29.02 29.02

Sports

the Q CE(C) (ton) 1.034 1.034 1.034 1.034
in
Braces Q UD(T)

the (ton) 82.05 84.42 82.05 84.42
of
Control Q UD(C) (ton) 87.18 91.58 87.18 91.58

5.21
TABLE Brace D51 D52 D53 D54