Page 234 - Advanced Design Examples of Seismic Retrofit of Structures

Example of a Steel Frame Building With Masonry Infill Walls Chapter 4 227

TABLE 4.10 Expected Shear Strengths of Infill Panels [12a]
Story Axis h inf (cm) L inf (cm) t inf (cm) θ (degree) Q CE (kg)
Floor A-1-3 280 540 20 27.41 11,008
Floor A-4-5 280 540 20 27.41 11,008
Floor B-1-3 280 540 20 27.41 9233
Floor B-4-5 280 540 20 27.41 11,008
Floor C-1-3 280 540 20 27.41 11,008
Floor C-4-5 280 540 20 27.41 11,008
Floor F-1-3 280 540 20 27.41 11,008
Floor F-4-5 280 540 20 27.41 11,008
Floor G-1-3 280 540 20 27.41 11,008
Floor G-4-5 280 540 20 27.41 11,008
Floor H-1-3 280 540 20 27.41 11,008
Floor H-4-5 280 540 20 27.41 11,008
Floor I-1-3 280 540 20 27.41 11,008
Floor I-4-5 280 540 20 27.41 11,008
1st A-1-3 280 540 20 27.41 11,008
1st A-4-5 280 540 20 27.41 11,008
1st B-1-3 280 540 20 27.41 11,008
1st B-4-5 280 540 20 27.41 11,008
1st C-1-3 280 540 20 27.41 11,008
1st C-4-5 280 540 20 27.41 11,008
1st F-1-3 280 540 20 27.41 11,008
1st F-4-5 280 540 20 27.41 11,008
1st G-1-3 280 540 20 27.41 11,008
1st G-4-5 280 540 20 27.41 11,008
1st H-1-3 280 540 20 27.41 11,008
1st H-4-5 280 540 20 27.41 11,008
2nd A-1-3 280 540 20 27.41 11,008
2nd A-4-5 280 540 20 27.41 11,008
2nd B-1-3 280 540 20 27.41 11,008
2nd B-4-5 280 540 20 27.41 11,008
Continued