TABLE 1.4 Minimum Live Loads* Live Load Live Load Occupancy or Use psf kN/m? Occupancy or Use psf kN/m? Assembly areas and theaters Residential Fixed seats 60 2.87 Dwellings (one- and two-family) 40 1.92 Movable seats 100 4.79 Hotels and multifamily houses Garages (passenger cars only) Office buildings 40 1.92 Private rooms and corridors 40 1.92 Public rooms and corridors 100 4.79 Lobbies 100 4.79 Schools Offices 50 2.40 Classrooms 40 1.92 Storage warehouse Light Нeavy First-floor corridors 100 4.79 125 6.00 Corridors above first floor 80 3.83 250 11.97 *Minimum Live Loads, Reproduced with permission from American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10, American Society of Civil Engineers.
TABLE 1.4 Minimum Live Loads* Live Load Live Load Occupancy or Use psf kN/m? Occupancy or Use psf kN/m? Assembly areas and theaters Residential Fixed seats 60 2.87 Dwellings (one- and two-family) 40 1.92 Movable seats 100 4.79 Hotels and multifamily houses Garages (passenger cars only) Office buildings 40 1.92 Private rooms and corridors 40 1.92 Public rooms and corridors 100 4.79 Lobbies 100 4.79 Schools Offices 50 2.40 Classrooms 40 1.92 Storage warehouse Light Нeavy First-floor corridors 100 4.79 125 6.00 Corridors above first floor 80 3.83 250 11.97 *Minimum Live Loads, Reproduced with permission from American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10, American Society of Civil Engineers.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The concrete girders shown in the photo of the passenger car parking garage span 30 ft and are 15 ft on center. If the floor slab is 5 in. thick and made of reinforced stone concrete, and the specified live load is 50 lb/ft2 (see Table 1.4), determine the distributed load the floor system transmits to each interior girder.
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