The concrete girders shown in the photo of the passenger car park-ing 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 liveload is 50 lb/ft? (see Table 1–4), determine the distributed load thefloor system transmits to each interior girder.TABLE 1-4 Minimum Live Loads*Live LoadLive LoadOccupancy or UsepsfkN/m?Occupancy or UsepsfkN/m?Assembly areas and theatersFixed seatsMovable seatsResidential602.87Dwellings (one- and two-family)Hotels and multifamily houses401.921004.79Garages (passenger cars only) 50Office buildingsLobbies2.40Private rooms and corridors401.92Public rooms and corridorsSchoolsClassroomsCorridors above first floor1004.791004.79Offices502.40401.92Storage warehouseLightНeavy803.831256.0011.97250*Reproduced with permission from Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10.

The dead load due to slab thickness will be: D=5"-(1/12)*150=62.5 lb/ft2 The live load=50 lb/ft2 The…

e concrete girders shown in the photo of the passenger car park- 3 garage span 30 ft and are 15 ft on center. If the floor slab is 5 in. ick and made of reinforced stone concrete, and the specified live ad is 50 lb/ft² (see Table 1–4), determine the distributed load the or system transmits to each interior girder. TABLE 1–4 Minimum Live Loads* Live Load Occupancy or Use psf kN/m? Occupancy or Use Residential Dwellings (one- and two-family) Hotels and multifamily houses Private rooms and corridors Public rooms and corridors Schools Assembly areas and theaters Fixed seats 60 2.87 Movable seats 100 4.79 Garages (passenger cars only) 50 Office buildings 2.40 Lobbies 100 4.79 Offices 50 2.40 Classrooms Storage warehouse Light Неavy Corridors above first floor 125 6.00 250 11.97

e concrete girders shown in the photo of the passenger car park- 3 garage span 30 ft and are 15 ft on center. If the floor slab is 5 in. ick and made of reinforced stone concrete, and the specified live ad is 50 lb/ft² (see Table 1–4), determine the distributed load the or system transmits to each interior girder. TABLE 1–4 Minimum Live Loads* Live Load Occupancy or Use psf kN/m? Occupancy or Use Residential Dwellings (one- and two-family) Hotels and multifamily houses Private rooms and corridors Public rooms and corridors Schools Assembly areas and theaters Fixed seats 60 2.87 Movable seats 100 4.79 Garages (passenger cars only) 50 Office buildings 2.40 Lobbies 100 4.79 Offices 50 2.40 Classrooms Storage warehouse Light Неavy Corridors above first floor 125 6.00 250 11.97

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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