Page 52 - Advanced Design Examples of Seismic Retrofit of Structures

Load Contribution (%)
Live Factor 40 40 40 40 40 40 40 40 40 20 20 20

Live Load (kg/m 2 ) 350 500 350 500 500 500 350 500 350 150 150 150

Dead Load (kg/m 2 ) 550 550 550 550 550 550 550 550 550 730 730 730

Opening’s Centroid (m) Y X 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Diaphragm (m) Opening Width Length 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Mass (m) Y 3.075 7.825 12.575 6.375 13.675 14.725 4.925 10.05 14.725 7.825 16.900 9.600
of
Center Coordinates 11.025 11.025 11.025 25.600 23.450 26.825 36.475 36.475 36.475 14.580 27.005 36.655

X
Characteristics Panel m Dimensions, Width 6.50 3.00 6.50 10.30 4.30 6.45 7.40 2.85 6.50 16.00 2.15 16.75

Panels Length 22.40 22.40 22.40 6.75 2.45 4.30 15.00 15.00 15.00 29.50 4.65 14.65

Diaphragms’ Panel Number 1 2 3 4 5 6 7 8 9 10 11 12

2.3
TABLE Story Number 0 0 0 0 0 0 0 0 0 1 1 1