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SC-12 <br />SC-12 <br />Date: 12/1/22 <br />Designed By: SDT <br />Project: SVDP HVAC <br />Description: Sesimic Load of Non -Structural Component <br />Fp = 0 4aR�DSIpWp (1 + 2 nl (ASCE 13.3-1) <br />\ hp/ <br />0.3SDSIpWp <_ Fp <_ 1.6SDSIpWp (13.3-2 & 13.3-3) <br />Sd5 = 1.038 <br />Component Weight, Wp = <br />220 <br />Ibs <br />Importance Factor, Ip = <br />1.0 <br />(Section 13.1.3) <br />Amplification Factor, ap = <br />2.5 <br />(Table 13.5-1 or 13.6-1) <br />Response Modification Factor, RP = <br />6.0 <br />Component Height in Structure, z = <br />1 <br />ft <br />Average Roof Height, h = <br />1 <br />ft <br />z/h = <br />1 <br />(need not exceed 1.0) <br />Fp = <br />114 <br />Ibs (13.3-1) <br />Fp >_ <br />69 <br />Ibs (13.3-2) <br />Fp <_ <br />365 <br />Ibs (13.3-3) <br />Design Force, Fp = <br />114 <br />Ibs (LRFD) <br />Design Vertical Force, FPV = ± <br />46 Ibs (LRFD) <br />Unit Dimensions <br />Length, x = <br />41.31 in <br />Width, y = <br />14.19 in <br />Height, z = <br />52.69 in <br />Center of mass from lower front corner <br />x = <br />20.66 in <br />y = <br />7.10 in <br />z = <br />26.35 in <br />Seismic Overturning, FpZ = <br />251 Ib-ft <br />Resisting Moment, (0.9D - FpV)X = <br />262 Ib-ft in the long direction (x-direction) <br />Resisting Moment, (0.9D - FpV)Y = <br />90 Ib-ft in the short direction (y-direction) <br />Reactions on Beam <br />x-Direction <br />y-Direction <br />Tension <br />Shear <br />-31bs <br />571bs <br />1361bs <br />57lbs <br />1. The tension and shear loads are per side <br />2. (-) indicates compression. <br />3. All reactions LRFD. <br />2721bs W OM3RS IRRINCiIH <br />1141bs W O�FRS'IRINC�I <br />WIND GOVERNS DESIGN <br />