LOADING SUMMARY REPORT

Self weight Not included.

Total number of slab panels: 38

Total slab area: 301.90 m^2

Total slab volume: 74.02 m^3

Min. slab panel area: 1.10 m^2, slab No: 36, x: 12.08, y:9.62

Max. slab panel area: 31.08 m^2, slab No: 21, x:7.20, y:16.60

Total number of beams: 9

Total length of beams: 24.30 m

Total volume of beams: 4.07 m^3

Total number of walls: 26

Total lenght of walls: 45.30 m

Total number of columns: 12

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Basic Load Case No: 1 Superimposed Dead Load

Total pressure load: 1944.15 kN, 6.44 kN/m^2

Min. pressure: 0.00 kPa, slab No: 33, x:15.00, y:20.80

Max. pressure: 6.50 kPa, slab No: 1, x:9.60, y:2.00

Total No of pressure loads: 37

Total line load: 3324.00 kN, 11.01 kN/m^2

Min. line load: 10.00 kN/m, load No: 29, x:8.30, y:20.10

Max. line load: 92.00 kN/m, load No: 21, x:7.00, y:6.50

Total length of line loads: 53.15 m

Total No of line loads: 16

Total load No 1: 5268.15 kN, 17.45 kN/m^2

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