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NugFtUG1�61NICURt.�M[ PROJECT NO.: MN05355B-18V0 ENGINEER: LKN <br /> TITLE• LOADING CALCULATIONS CHECKED: HML <br /> _ DATE: 2/14/2018 <br /> DESCRIPTION: DUNKLEY RESIDENCE SITE APPROVED BY: MM Page 3 <br /> Uniform Loadina to be applied to the Finite Element Model <br /> Purling Spacing - 1 pspl := 30.51-in <br /> Purling Spacing - 2 Psp2 Pspl'0.50 <br /> Dead Load <br /> Uniform Loading / Purlings Wtrfj := DL'rf-Pspl Wtrfj = 11.44•plf <br /> Wtrfj2 := DLrf..psp2 Wtrfj2 = 5.72•plf <br /> Roof Live Load <br /> Uniform Loading / Purlings RLrfj := LLrf'Pspl RLrfj = 50.85•plf <br /> RLrfj2 := LLrf'Psp2 RLrf2 = 25.42•plf <br /> Snow Load <br /> Ce:= 0.80 (Table 7-2) <br /> CC= 1.00 (Table 7-3) <br /> (Table l.5-2) <br /> CS:= 1.00 (Fig. 7-2) <br /> Pg:= GLsnow Pg= 50.00-PI Ground Snow Loads <br /> PC= 0.7•Ce•Ct•I•P9 Pf= 28.00•ps (Eq. 7-1) <br /> PS:= CS•Pf PS= 28.00-psi (Eq. 7.4-1) <br /> Uniform Loading / Purlings Wtrfsjl Ps'Pspl Wtrfsjl = 71.19•plf <br /> Wtrfsj2 := Ps•Psp2 Wtrfsj2 = 35.59•plf <br /> Cs2 := 0.70 (Controls over Live) <br /> Crown Wtrfsju:= 0.5•Pf•Pspl Wtrfsju= 35.59-pi <br /> Un-Balanced <br /> Uniform Snow Loading O.SO(Wtrfsju) = 17.80 plf <br /> Eaves WtrfsjuE:= 2•Pf•Psp1 <br /> Ce WtrfsjuE= 124.58•pl <br /> e <br /> 0.50(WtrfsjuE) = 62.29•plf <br /> MN05355B-18V0_I BC-12_Loading.w»cd <br />