Page 226 - Advanced Design Examples of Seismic Retrofit of Structures

Example of a Steel Frame Building With Masonry Infill Walls Chapter 4 219

(ton
Q CE 5M CEy cm) 1436 1637 1735 2199 2357 2449

[12a] (ton

Building Q CE 5M CEx cm) 1343 1603 1690 2347 2598 2713

Example

the (cm 2 ) 31.94 32.59 32.77 43.57 49.28 49.51
in A w
Sections (cm 3 ) 598.2 682.2 722.9 916.1 982 1020.5

Column S y

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

Flexural

Lower-Bound Profile 2UNP180+2PL160 10 2UNP180+2PL220 10 2UNP180+2PL240 10 2UNP220+2PL240 10 2UNP240+2PL220 10 2UNP240+2PL240 10

4.6 Section
TABLE No. 1 2 3 4 5 6