A single dueling house has interior columns that are spaced 4.2 m apart in two perpendicular directions. If the live loading on the roof is estimated to be 1.2 kN/m², determine the reduced live load in kN supported by a typical interior column at the ground-floor level. I I I H- Es I I Ar S H I+ "T T S I S TABLE 1-4 Minimum Live Loads* Occupancy or Use Assembly areas and theaters Fixed seats Live Load Lobbies Offices psf 60 Movable seats 100 Garages (passenger cars only) 50 Office buildings 100 50 kN/m² 125 250 2.87 4.79 2.40 4.79 2.40 Occupancy or Use 6.00 11.97 Residential Dwellings (one- and two-family) Hotels and multifamily houses Private rooms and corridors Public rooms and corridors Schools Storage warehouse Light Heavy *Reproduced with permission from Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10. Classrooms Corridors above first floor Live Load psf 40 40 100 40 80 kN/m² 1.92 1.92 4.79 1.92 3.83

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A single dueling house has interior columns that are spaced 4.2 m apart in two perpendicular directions. If the live loading on the roof is estimated to be 1.2 kN/m², determine the reduced live load
in kN supported by a typical interior column at the ground-floor level.
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TABLE 1-4 Minimum Live Loads*
Live Load
Occupancy or Use
Assembly areas and theaters
Fixed seats
Movable seats
100
Garages (passenger cars only) 50
Office buildings
Lobbies
Offices
psf
60
100
50
kN/m²
125
250
2.87
4.79
2.40
4.79
2.40
Occupancy or Use
6.00
11.97
Residential
Dwellings (one- and two-family)
Hotels and multifamily houses
Private rooms and corridors
Public rooms and corridors
Schools
Storage warehouse
Light
Heavy
*Reproduced with permission from Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10.
Classrooms
Corridors above first floor
Live Load
psf
40
40
100
40
80
kN/m²
1.92
1.92
4.79
1.92
3.83
Transcribed Image Text:A single dueling house has interior columns that are spaced 4.2 m apart in two perpendicular directions. If the live loading on the roof is estimated to be 1.2 kN/m², determine the reduced live load in kN supported by a typical interior column at the ground-floor level. H H I T S H H I S H IT S H I+ I ➜ S TABLE 1-4 Minimum Live Loads* Live Load Occupancy or Use Assembly areas and theaters Fixed seats Movable seats 100 Garages (passenger cars only) 50 Office buildings Lobbies Offices psf 60 100 50 kN/m² 125 250 2.87 4.79 2.40 4.79 2.40 Occupancy or Use 6.00 11.97 Residential Dwellings (one- and two-family) Hotels and multifamily houses Private rooms and corridors Public rooms and corridors Schools Storage warehouse Light Heavy *Reproduced with permission from Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10. Classrooms Corridors above first floor Live Load psf 40 40 100 40 80 kN/m² 1.92 1.92 4.79 1.92 3.83
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