TABLE 1.2 Minimum Densities for DesignLoads from MaterialsAluminumConcrete, cinderConcrete, stoneClay, dryClay, dampSand and gravel, dry looseSand and gravel, wetMasonry, lightweight concreteMasonry, normal weight unitsSteel, cold-drawnWood, Douglas FirWood, Southern PineWood, spruceAN/w2712022.612315.718.916521.25.77235.35.845TABLE 1.3 Minimum Design Dead LoadsFrom Paris and WallsWood 1x platedWoodplateredWoodst 51x32mm, plateredCindere perLightweight complaineCeilingsAucuntic ShondSpendedahandAngle5.549.5720170058:240.41904TABLE 1.4 Minimum Live LoadeOorspany or UseAmelyFixed seatsand atGarage (can only)OfficedayLebbinLove Load4.791924.79VESTSOccupancy or UseDwelings (one-and two-mily)Hotels and many boPrivate and donCamposFint Coor comidonComidon abfint floorLive LeadKN/²1904.393.33 3. The school building has interior columns that are spaced 6 m apartin two perpendicular directions. Determine the reduced live loadsupported by a typical interior column located at ground level. Thecolumn only supports the classroom above it.IIIHLom Io66m¹T6mItH"T6mI

Given:- The school building has interior columns The spacing between the columns = 6 m To…

3. The school building has interior columns that are spaced 6 m apart in two perpendicular directions. Determine the reduced live load supported by a typical interior column located at ground level. The column only supports the classroom above it. I H I H I T6m++6m IT 1:4:4 It

3. The school building has interior columns that are spaced 6 m apart in two perpendicular directions. Determine the reduced live load supported by a typical interior column located at ground level. The column only supports the classroom above it. I H I H I T6m++6m IT 1:4:4 It

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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