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McPherson Engineering Battery/Stud Wall Check By: T.C. <br />PROPERTIES: <br />h max 9ftmax. stud height Wpwrwl 300lbmax weight of baƩery pack <br />SP 16inspacing of studs <br />SEISMIC LOADS: ASCE 7-16 <br /> Seismic Ground MoƟon Values <br />Site_Class DSite Class (SecƟon 11.4.2) <br />Ss 1.28Short-period Spectral Response AcceleraƟon <br />S1 0.4581-Sec Period Spectral Response AcceleraƟon <br />Fa 1.2TABLE 11.4-1 Fv 1.7TABLE 11.4-2 <br />SDS <br />2 <br />3 FaSsSDS 1Short Period Design Spectral AcceleraƟon Parameter (Eq. 11.4-3) <br />SD1 <br />2 <br />3 FvS1SD1 0.51-Sec Period Design Spectral AcceleraƟon Parameter (Eq. 11.4-4) <br /> ASCE 7-16 SecƟon 13.6 Mechanical and Electrical Components: <br />ap 1Rp 2.5Ω0 1.5Table 13.6-1 Ip 1SecƟon 13.1.3 <br />z 4.5 4.5h 15 15Wp Wpwrwl 300 lb <br />Fp <br />0.4 apSDSWp <br />Rp <br />Ip <br /> <br /> <br /> <br /> <br />1 2 z <br />h <br /> <br /> <br />Fp_max 1.6 SDSIpWpwrwl491.5 lb <br />Fp_min 0.3 SDSIpWpwrwl92.2lb <br />Fp 92.2 lbdesign seismic force <br />STUD LOADING: <br />DLr 10psfroof dead load trib_w 12.50ftmaximum tributary width of framing on wall <br />LLr 20psfroof live load <br />DL 0psffloor dead load <br />LL 0psffloor live load <br />DLw 15psfwall dead load <br />maximum lateral seismic force <br />(2 studs required for mounƟng)wdl_r DLr trib_wSP166.7 lbVmax <br />Fp <br />2 46.1lb <br />wll_r LLr trib_wSP333.3 lb <br />wdl DL trib_wSP0 <br />wll LL trib_wSP0 <br />wwl DLw 2h max SP360 lbwwl wdlwdl_r526.7 lb(ENERCALC INPUT - STUD CHECK) <br />12/06/2023 ©McPherson Engineering <br />1 of 4 <br />2044 S Orange Ave - <br />101117921 & 201818526/13/2024