Page 225 - Advanced Design Examples of Seismic Retrofit of Structures
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218 Advanced Design Examples of Seismic Retrofit of Structures
Q CL 5P CL (ton) 217.02 273.79 288.15 297.25 225.93 192.06 275.78 290.10 299.24 219.10
kg cm 2
1277.6 1310.67 1318.26 1318.86 1278.88 1284.97 1320.18 1327.15 1327.70 1289.84
F a
[12a] S. F. 1.78 1.77 1.76 1.76 1.78 1.78 1.76 1.76 1.76 1.78
Building 0.32 0.26 0.25 0.25 0.31 0.31 0.25 0.24 0.24 0.30
Example β
the KL r max 41.56 34.8 33.17 33.04 41.31 40.1 32.75 31.22 31.1 39.12
in
Sections r 3 (cm) 8.18 9.77 10.46 10.53 8.23 7.98 9.77 10.46 10.53 8.18
Column (cm) 9.42 10.03 10.25 10.29 9.51 9.40 10.03 10.25 10.29 9.42
the r 2
All
of L (cm) 340 340 340 340 340 320 320 320 320 320
Strength 99.92 87.92 99.92
Axial A (cm 2 ) 122.88 128.58 132.58 103.92 122.88 128.58 132.58
Lower-Bound Profile 2UNP18PL22X1 2UNP22PL24X1 2UNP24PL22X1 2UNP24PL24X1 2UNP18PL24X1 2UNP18PL16X1 2UNP22PL24X1 2UNP24PL22X1 2UNP24PL24X1 2UNP18PL22X1
4.5 Section
TABLE No. 1 2 3 4 5 6 7 8 9 10
