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■uoEFEI�Gul61pIL�MT�p�t PROJECT IM: MN05355B-18V0 ENGINEER: LKN <br /> rI, <br /> TITLE: LOADING CALCULATIONS CHECKED: HML <br /> _ DATE: 2/14/2018 <br /> DESCRIPTION: DUNKLEY RESIDENCE SITE APPROVED BY: MM Page 5 <br /> MAIN WIND FORCE RESISTING SYSTEM <br /> ---------1p := qh (GCpt) - qh.(GCpil Low Rise Buildings Note: A positive and negative value of <br /> GCpishall be applied to all internal <br /> surfaces in combination with: <br /> Case A = Transverse Direction <br /> Ppwl := gh•GCpwwall pPw1 = I6.472•psf Wind Pressure on Windward walls <br /> ppw2 := gh•GCplwall ppw2 = -13.364•psf Wind Pressure on Leeward walls <br /> Pprl := gh•GCpwroof pprl = -21.445•psf Wind Pressure on Windward Roof <br /> ppr2 := gh•GCplroof ppr2 = -14.918•psf Wind Pressure on leeward Roof <br /> Pinter:= gh•GCpi Pinter = 5.594•psf Internal Wind Pressure <br /> Walls Windward <br /> Pwm:= Ppwl•Fs PWM= 134.18•-1 <br /> Pwm2 := ppwI*Fs2 Pwm2 = 67.09-pi <br /> Leeward <br /> PIM:= Ppw2'Fs PIM= -108.87•pl <br /> PlM2 := ppw2•Fs2 Plm2 = -54.43•p11 <br /> Side Walls <br /> Pwmsb:= Ppws-Wb1dg•(0.50) Pwmsb = -208.75•pl Outward <br /> Roof <br /> Prw := Pprl•Pspl Prw = -54.527pl Windward - outward 0.5-Prw = -27.26•plf <br /> Prw2:= Pprl•Psp2 Prw2 = -27.26•pl 0.5•Prw2= -13.63•plf <br /> Prl := Ppr2•Psp1 Prl = -37.93'PI Leeward.- outward 0.5•Prl= -18.96•plf <br /> Pr2:= Ppr2'Psp2 Pr2 = -18.96•-1 0.50•Pr2= -9.48•plf <br /> Peak Prw + Pr] = -46.23•pl <br /> 2 <br /> Components &Cladding <br /> PcladdR:= gh•GCp PcladdR= -68.38•ps Pressure on ROOF components and cladding <br /> PcladdW:= gh•GCpw PcladdW= -43.51-psi Pressure on WALL components and cladding <br /> MN05355B-18V0_I BC-12—Loading.wncd <br />