Please solve 2.2 only. TABLE 1.2 Minimum Densities for DesignLoads from Materials*AluminumConcrete, cinderConcrete, stoneClay, dryClay, dampSand and gravel, dry, looseSand and gravel, wetMasonry, lightweight concreteunitsMasonry, normal weight unitsPlywoodSteel, cold-drawnWood, Douglas FirWood, Southern PineWood, sprucelb/ft³1701081446311010012010513536492343729kN/m³2717.022.69.917.315.718.916.521.25.777.35.35.84.5*Minimum Densities for Design Loads from Materials. Reproducedwith permission from American Society of Civil Engineers MinimumDesign Loads for Buildings and Other Structures, ASCE/SEI 7-16.Copies of this standard may be purchased from ASCE at www.asce.org/publications.TABLE 1.4 Minimum Live Loads*Occupancy or UseAssembly areas and theatersFixed seatsMovable seatsGarages (passenger cars only)Office buildingsLobbiesOfficesStorage warehouseLightHeavyLive LoadkN/m²lb/ft²6010040100501252502.874.791.924.792.406.0011.97Occupancy or UseResidentialDwellings (one- and two-family)Hotels and multifamily housesPrivate rooms and corridorsPublic rooms and corridorsSchoolsClassroomsFirst-floor corridorsCorridors above first floorLive Loadlb/ft²40401004010080kN/m²1.921.924.791.924.793.83*Minimum Live Loads. Reproduced with permission from American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures,ASCE/SEI 7-16, American Society of Civil Engineers. 2-1. 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 = 5 m.Hint: See Tables 1.2 and 1.4.Solve only 2.2.2-2. Solve Prob. 2-1 with a = = 3 m, b = 4 m.BEED

Name: Please solve 2.2 only. TABLE 1.2 Minimum Densities for DesignLoads fro
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Description: Please solve 2.2 only. TABLE 1.2 Minimum Densities for DesignLoads from Materials*AluminumConcrete, cinderConcrete, stoneClay, dryClay, dampSand and gravel, dry, looseSand and gravel, wetMasonry, lightweight concreteunitsMasonry, normal weight unitsP