Laserfiche WebLink
LD-9 LD-9 <br />Date: 9/11/2020 <br />DZIG' <br />Made By: EM <br />civil structural Project: Four Corners - Mail Kiosks <br />Description: Seismic Story Shear <br />Seismic Use Group = <br />11 From Table <br />Site Classification = <br />D <br />Refer to attached sheet for Map specified variables <br />SS = <br />1.416 Fa = 1.000 From attached sheet <br />S, = <br />0.542 F = 1.500 From attached sheet <br />SIDS = <br />0.944 = 0.67*Fa *Ss <br />SD1 = <br />0.542 = 0.67*F, *S 1 <br />Building Height, h, = <br />10.4 ft <br />Building Period Coefficient, CT = <br />0.020 <br />Approx. Fundamental Period = <br />0.116 = C h 075 <br />r i „) <br />Response Spectrum, Sa = <br />0.6319 <br />Response Modification Factor, R = <br />1.5 <br />Occupancy Importance Factor, I = <br />1.00 <br />Seismic Design Catergory = <br />D <br />Redundancy Factor, p = Calculation Required <br />Calculated Redundancy Factor, p = <br />1.0 <br />Seismic Response Coefficient <br />CS = SDS/R/I Cs = <br />0.629 <br />Seismic Response Coefficient, Maximum <br />Cs, MAX = SD4/T(R/1) Cs, Max = 3.116 <br />Seismic Response Coefficient, Minimum <br />Cs, MIN = 0.044SDS-1 Cs, MIN = 0.042 <br />Cs = 0.629 <br />Seismic Base Shear, V = 0.629 W <br />LOCATION LENGTH IlHGHT LNff WT. Total Wt. <br />(psi) (Ibs) <br />Roof, 291 1 — 1457 <br />Ext. Wall Below 27 4.25 10 — 1 148 <br />Int. Wall Below 0 4.2� 7 = 0 <br />W = 2.605 kips <br />V = 1.64 kips <br />Vfinal = 0.7pV = 1.15 kips <br />Note: The loads listed above are to be resisted by 6 cantilevered colums which are installed in pairs. Based on the layout the controling <br />column design are the columns in the center which take 25% of the lateral load. <br />Load to Controling Post = 0.287 kips <br />287 Ibs <br />Seismidtaff Shear <br />IBC 2015 Lateral Design (1 Story) (Template)1.xlsx <br />