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PROJECT 110.: MN05355B-18V0 ENGINEER: LKN <br /> TITLE: LOADING CALCULATIONS CHECKED: HML <br /> SOL <br /> DATE: 2/14/2018 <br /> DESCRIPT10�11: DUNKLEY RESIDENCE SITE APPROVED BY: MM Page 6 <br /> Case B = Lonaitudinai Direction <br /> ppwlb:= gh•GCpbswall Ppwlb= -13.986•psf Side walls <br /> ppw4b:= gh•GCpblwall ppw4b= -13.986•psf Back Side walls <br /> Pprlb gh•GCpbwroof Pprlb = -21.445•psf Zone 2 - Roof <br /> Ppr2b gh•GCpblroof ppr2b = -I 1.500•psf Zone 3 - Roof <br /> PpwOb:= gh•GCpbfront ppwOb= 12.432•psf Zone 5 - walls <br /> ppw2b:= gh•GCpblbwall ppw2b= -9.013•psf Zone 6 - walls <br /> Front& Back Walls <br /> Pwmb Ppw0b•Wbldg•(0.50) Pwmb = 208.757pl Windward <br /> Pwmb2 Ppw0b•Wbldg2•(0.50) Pwmb2 = 0-00-PI <br /> Plmb Ppw2b•Wb1dg'(0.50) Plmb= -151.35•pl Leeward <br /> P1mb2 Ppw2b'Wb1dg2'(0.50) P1mb2 = 0.00•pl <br /> Roof <br /> Prwb P rl b'Ps 1 Prwb= -54.52•pl 0 5 P = -27.26P If <br /> P P Windward - outward � rwb <br /> Prwb2 Pprlb'Psp2 Prwb2 = -27.26•pl 0.5•(Prwb2) = -13.63•plf <br /> Prlb Ppr2b'Pspl Prlb = -29.24•p Leeward - outward 0.5•(Pr1b) = -14.62•plf <br /> Prlb2 Ppr2b•Psp2 Pr1b2 = -14.62•pl 0.50•(Pr1b2) = -7.31•plf <br /> Side Walls <br /> Pwmsba Ppwlb'Fs Pwmsba= -113.93•pl Outward <br /> Pwmsb2a Ppwlb•Fs2 Pwmsb2a = -56.96•pl <br /> Internal Pressure Coefficient- GCpi <br /> 'P Pinter-Fs JiP = 45.57-pi Internal Pressure <br /> iP2 := Pinter-Fs2 JiP2 = 22.79•pl <br /> 'P1 := Pinter•Pspl jiP1 = 14.22-pi Positive Internal 0.50•(iPl) = 7.11•plf <br /> Pressure <br /> iP21 := Pinter•Psp2 JiP21 = 7.11 pg 0.50•(iP21) = 3.56•plf <br /> 'Pl 1 -Pinter'Pspl jiP1 l = -14.22•pl Negative Internal <br /> Pressure <br /> 'P22 :_ -Pinter•Psp2 liP22 = -7.11•pl. <br /> MN05355B-18V0_I BC-12_Loading.xncd <br />