Page 277 - Advanced Design Examples of Seismic Retrofit of Structures

PMMRatio 0.417 0.632 1.036 0.417 0.632 1.036 0.676 0.632 1.242

SecID INP240 INP240 IPE200 INP240 INP240 IPE200 IPE200 INP240 INP180

BayID B114 B114 B114 B117 B117 B117 B120 B120 B120

Story STORY3 STORY2 STORY1 STORY3 STORY2 STORY1 STORY3 STORY2 STORY1

PMMRatio 0.771 0.735 0.684 0.771 0.83 0.77 0.771 0.83 0.77

SecID INP240 INP260 IPE270 INP240 INP260 IPE270 INP240 INP260 IPE270

Loads—cont’d BayID Story B59 STORY3 B59 STORY2 B59 STORY1 B60 STORY3 B60 STORY2 B60 STORY1 B61 STORY3 B61 STORY2 B61 STORY1

Gravitational PMMRatio 0.381 0.593 0.907 1.104 1.696 0.829 0.741 0.692 0.857 0.788

Against SecID INP260 IPE220 INP240 INP260 IPE220 INP240 INP260 IPE270 INP240 INP260

Beams BayID B89 B89 B90 B90 B90 B91 B91 B91 B92 B92

the
of Story STORY2 STORY1 STORY3 STORY2 STORY1 STORY3 STORY2 STORY1 STORY3 STORY2
Evaluation PMMRatio

of 0.79 0.732 0.86 0.787 0.728 0.86 0.787 0.728 0.86 0.786
Results SecID INP260 IPE270 INP240 INP260 IPE270 INP240 INP260 IPE270 INP240 INP260

The BayID

4.22 B28 B28 B29 B29 B29 B30 B30 B30 B31 B31
TABLE Story STORY2 STORY1 STORY3 STORY2 STORY1 STORY3 STORY2 STORY1 STORY3 STORY2