Page 223 - Advanced Design Examples of Seismic Retrofit of Structures

216 Advanced Design Examples of Seismic Retrofit of Structures

Q CE 5V CE (ton) 46 47 48 63 72 72

cm)
(ton
Q CE 5M CEy

[12a] 1579 1801 1908 2419 2592 2694
Building cm)

Example (ton

the Q CE 5M CEx 1478 1764 1859 2581 2858 2985
in
Sections A w (cm 2 ) 31.94 32.59 32.77 43.57 49.28 49.51

Column (cm 3 ) 598.2 682.2 722.9 916.1 982 1020.5

the S y
all 559.7 668.1 704.2 977.8 1082.5 1130.6
of S x (cm 3 )
Strengths A (cm 2 ) 87.92 99.92 103.92 122.88 128.58 132.58

Shear

and
Flexural Profile 2UNP180+2PL160 10 2UNP180+2PL220 10 2UNP180+2PL240 10 2UNP220+2PL240 10 2UNP240+2PL220 10 2UNP240+2PL240 10

4.4 Section
TABLE No. 1 2 3 4 5 6