b'Design Example 1Calculate Foundation LoadTwo Story Brick with Full Basement The foundation consists of a 12 in. tall x 24 in. wide reinforcedfooting with a 10 in. thick x 8-0 tall cast concrete basement TABLE 6wall.(Footing toe = 7 in.) The house is located in Indiana with 30+ inches of snow. The basement floor is 4 thick concrete. The soil depth to the basement floor elevation is 7 feet. The upper floors consist of 2 x 8 joists spaced 12 on center thatspan 12 feet to a steel beam supported by columns.The floors arecarpeted. The house is 40 long x 24 wide with 2 x 4 studs on 16 centers, TABLE 4 &7sheathing, insulation and drywall and brick veneer. TABLE 5 The hip roof is framed with 2 x 8 rafters and 2 x 6 ceiling joistswith a 3 in 12 pitch.There is no attic storage.There is 10 ofblown insulation.The ceiling span is 12 feet plus a one foot roofoverhang.Calculate the Foundation Loads - Referring to the Load Tables in TABLE 8Chapter 6 estimate the foundation service (working) load, the live TABLE 8 TABLE 4 & 7load and the temporary soil load on the footing.1. Dead Load (DL):Footing= 288 lb/ lin. ft (Table 2)Stem Wall= 960 lb/ lin. ft (Table 3) TABLE 3Slab= 191 lb/ lin. ft (Table 4)1 stFloor= 84 lb/ lin. ft (Table 4) TABLE 21 stExterior Wall = 390 lb/ lin. ft (Table 5) TABLE 4 & 72 ndFloor= 84 lb/ lin. ft (Table 4)2 ndExterior Wall = 390 lb/ lin. ft (Table 5)Roof & Ceiling = 145 lb/ lin. ft (Table 6)Perm. Soil Load= 384 lb/ lin. ft [64# x 7 Toe] (Table 8) Figure 6.Load Estimate SketchDead Load (DL) = 2,916 lb. per lineal foot Example 1 & 1A.2. Live Loads (LL):Live Load = (240+180+120) = 540 lb/ lin. ft(Table 7) 5. FactoredLiftingLoad (P LF ) ThefactoredSnow Load = [(40x24)/2(40+24)] x (20#/sf) = lifting load adds a percentage to the calculation toSL = 150 lb/ lin. ft(Table 9) helpcompensateforpossibleomissionsintheLive Load (LL) = 540 + 150 =690 lb/lin.ft weightcalculations,unexpectedstructuralelements and the initial force to break the footing3. Working Load (P w ) = DL + LL =2,916 lb/lin. ft + away from the surrounding soil.Depending upon690 lb/lin. ft = 3,606 lb/lin. ft. confidence 10% to 20% is usually added.Working Load (P w ) =3,600 lb. per lineal foot (P LF ) = Lifting Load (P L ) + FS(We added 10% F.S. (656 lb.) to cover4. Lifting Load (P L ) = Working Load (P w ) + uncertainties)Temporary Soil Load (W T ) (P LF ) = 6,556 + 656 lb/lin.ft = 7,212 lb./lin.ftP L= 3,606 lb/lin. ft + 2,950 lb/lin. ft (Table 8)(Graph 1 is reproduced in Example 1A below.) Factored Lifting Load = 7,200 lb/lin.ft.(P L ) = 6,556 lb./lin.ft.(See note: Chapter 6Page 120)End Design Example 1ECP Technical Design Manual Steel Pier Design Examples2021 Earth Contact Products, L.L.C.2021-09 Chapter 7 - Page 133 All rights reserved'