TABLE 1.2 Minimum Densities for DesignLoads from MaterialsAluminumConcrete, cinderConcrete, stoneClay, dryClay, dampSand and gravel, dry, looseSand and gravel, wetMasonry, lightweight concreteunitsMasonry, normal weight unitsPlywoodSteel, cold-drawnWood, Douglas FirWood, Southern PineWood, spruceOccupancy or UseAssembly areas and theatersFixed seatsMovable seatsGarages (passenger cars only)Office buildingslb/ft³17010814463110100120105TABLE 1.4 Minimum Live Loads*LobbiesOffices13536492Storage warehouseLightHeavy343729*Minimum Densities for Design Loads from Materials. Reproducedwith permission from American Society of Civil Engineers MinimumDesign Loads for Buddings and Other Structures, ASCE/SEI 7-16.Copics of this standard may be purchased from ASCE at www.aceorg publicationslb/ft²kN/m²2717022.660100409.917315.718.916.51005021.25.77735.3Live Load5.84.5kN/m²2.874.791.924.792.406.0011.97TABLE 1.3Walls4-in. (102 mm) clay brick8-in. (203 mm) clay brick12-in. (305 mm) clay brickFrame Partitions and WallsMinimum Design Dead Loads*lb/ft²3979115Exterior stud walls with brick veneerWindows, glass, frame and sashWood studs 2 x 4 in. (51 x 102 mm),unplasteredWood studs 2 x 4 in. (51 x 102 mm),plastered one sideWood studs 2 x 4 in. (51 x 102 mm),plastered two sidesFloor FillCinder concrete, per inch (mm)Lightweight concrete, plain, per inch (mm)Stone concrete, per inch (mm)CeilingsAcoustical fiberboardPlaster on tile or concreteSuspended metal lath and gypsum plasterAsphalt shingles2-1. The steel framework is used to support thereinforced stone concrete slab that is used for an office.The slab is 200 mm thick. Sketch the loading that actsalong members BE and FED. Take a = 2 m, b = 5m.Hint: See Tables 1.2 and 1.4.Occupancy or UseResidentialDwellings (one- and two-family)Hotels and multifamily housesPrivate rooms and corridorsPublic rooms and corridorsSchoolsClassroomsFirst floor corridorsCorridors above first floor48841240201020.754010098124010080lb/ft2²15Fiberboard, 1-in. (13 mm)"Minimum Design Dead Leads Reproduced with permission from AmericanSociety of Civil Engineers Minimuen Design Loads for Buildings and OtherStructures, ASCE/SEI 7-16, American Society of Civil EngineerskN/m²1.873.785.512.300.380.190.570.96Live Load0.0170.0150,0230.050.240.480.100.04kN/m²1.921.924.79125250Minimum Live Loads. Reproduced with permission from American Society of Civil Engineers Minimumn Design Loads for Buildings and Other Structures.ASCE/SEI 7-16. American Society of Civil Engineers.1.924.793.83

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TABLE 1.2 Minimum Densities for DesignLoads from MaterialsAluminumConcrete, cinderConcrete, stoneClay, dryClay, dampSand and gravel, dry, looseSand and gravel, wetMasonry, lightweight concreteunitsMasonry, normal weight unitsPlywoodSteel, cold-drawnWood, Douglas FirWood, Southern PineWood, spruceOccupancy or UseAssembly areas and theatersFixed seatsMovable seatsGarages (passenger cars only)Office buildingslb/ft³17010814463110100120105TABLE 1.4 Minimum Live Loads*LobbiesOffices13536492Storage warehouseLightHeavy343729*Minimum Densities for Design Loads from Materials. Reproducedwith permission from American Society of Civil Engineers MinimumDesign Loads for Buddings and Other Structures, ASCE/SEI 7-16.Copics of this standard may be purchased from ASCE at www.aceorg publicationslb/ft²kN/m²2717022.660100409.917315.718.916.51005021.25.77735.3Live Load5.84.5kN/m²2.874.791.924.792.406.0011.97TABLE 1.3Walls4-in. (102 mm) clay brick8-in. (203 mm) clay brick12-in. (305 mm) clay brickFrame Partitions and WallsMinimum Design Dead Loads*lb/ft²3979115Exterior stud walls with brick veneerWindows, glass, frame and sashWood studs 2 x 4 in. (51 x 102 mm),unplasteredWood studs 2 x 4 in. (51 x 102 mm),plastered one sideWood studs 2 x 4 in. (51 x 102 mm),plastered two sidesFloor FillCinder concrete, per inch (mm)Lightweight concrete, plain, per inch (mm)Stone concrete, per inch (mm)CeilingsAcoustical fiberboardPlaster on tile or concreteSuspended metal lath and gypsum plasterAsphalt shingles2-1. The steel framework is used to support thereinforced stone concrete slab that is used for an office.The slab is 200 mm thick. Sketch the loading that actsalong members BE and FED. Take a = 2 m, b = 5m.Hint: See Tables 1.2 and 1.4.Occupancy or UseResidentialDwellings (one- and two-family)Hotels and multifamily housesPrivate rooms and corridorsPublic rooms and corridorsSchoolsClassroomsFirst floor corridorsCorridors above first floor48841240201020.754010098124010080lb/ft2²15Fiberboard, 1-in. (13 mm)&#34;Minimum Design Dead Leads Reproduced with permission from AmericanSociety of Civil Engineers Minimuen Design Loads for Buildings and OtherStructures, ASCE/SEI 7-16, American Society of Civil EngineerskN/m²1.873.785.512.300.380.190.570.96Live Load0.0170.0150,0230.050.240.480.100.04kN/m²1.921.924.79125250Minimum Live Loads. Reproduced with permission from American Society of Civil Engineers Minimumn Design Loads for Buildings and Other Structures.ASCE/SEI 7-16. American Society of Civil Engineers.1.924.793.83

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2-1. The steel framework is used to support the reinforced stone concrete slab that is used for an office. The slab is 200 mm thick. Sketch the loading that acts along members BE and FED. Take a 2 m, b- 5m. Hint: See Tables 1.2 and 1.4.