Page 338 - Advanced Design Examples of Seismic Retrofit of Structures

0.845
0.538
0.069
0.285
4.880
0.022
0.554
4.290
0.078
0.574
4.232
0.036
0.326
DCR
78.21
78.21
78.21
78.21
78.21
63.17
(ton)
80.2
80.2
80.2
80.2
80.2
80.2
61
335.55
297.71
26.12
22.88
43.17
66.06
44.86
(ton)
43.3
4.93
5.51
331
2.9
1.8
C73(ST.2)
C69(ST.2)
C73(ST.1)
C71(ST.2)
C71(ST.1)
C67(ST.1)
C63(ST.2)
C65(ST.1)
C65(ST.2)
C67(ST.2)
C63(ST.1)
C69(ST.1)
C61(ST.2)
Column
Main Building—cont’d 320 P CL P UF Advanced Design Examples of Seismic Retrofit of Structures 0.732 78.21 57.25 C75(ST.1) 0.036 80.2 2.9 C75(ST.2) 2.836 61 173 C77(ST.1) 0.571 63.17 36.1 C77(ST.2)
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)