Page 339 - Advanced Design Examples of Seismic Retrofit of Structures

320 Advanced Design Examples of Seismic Retrofit of Structures

DCR 0.069 0.845 0.538 4.880 0.078 0.554 0.022 4.290 0.285 0.574 0.036 4.232 0.326 0.732 0.036 2.836 0.571

P CL (ton) 80.2 78.21 80.2 61 63.17 78.21 80.2 78.21 80.2 78.21 80.2 78.21 80.2 78.21 80.2 61 63.17

P UF (ton) 5.51 66.06 43.17 297.71 4.93 43.3 1.8 335.55 22.88 44.86 2.9 331 26.12 57.25 2.9 173 36.1

Building—cont’d Column C61(ST.2) C63(ST.1) C63(ST.2) C65(ST.1) C65(ST.2) C67(ST.1) C67(ST.2) C69(ST.1) C69(ST.2) C71(ST.1) C71(ST.2) C73(ST.1) C73(ST.2) C75(ST.1) C75(ST.2) C77(ST.1) C77(ST.2)

Main

the DCR 0.037 0.685 0.107 1.896 0.144 0.271 0.047 0.215 0.024 0.040 0.222 0.024 1.592 0.326 0.224 0.024 2.843 0.379
in
Connections (ton) 194.94 78.21 78.21 194.94 78.21 78.21 36.43 78.21 78.21 78.21 63.17

Cradle-Type P CL 80.2 80.2 80.2 80.2 80.2 80.2 61

the (ton)
of P UF 7.31 53.6 8.61 148.28 28.14 21.16 3.8 16.78 1.91 1.44 17.4 1.95 124.51 26.11 17.53 1.95 173.4 23.97
Control

5.16
TABLE Column C23(ST.2) C24(ST.1) C24(ST.2) C26(ST.1) C26(ST.2) C28(ST.1) C28(ST.2) C30(ST.1) C30(ST.2) C31 C35(ST.1) C35(ST.2) C37(ST.1) C37(ST.2) C39(ST.1) C39(ST.2) C41(ST.1) C41(ST.2)