Laserfiche WebLink
LD-2 LD-2 <br />Date: 9/10/2020 <br />DICIGMade By: EM <br />civil structural Project: Four Corners - Trash Enclosure <br />Description: Seismic Story Shear <br />Seismic Use Group = <br />I From Table <br />Site Classification = <br />D <br />aeet for Map specified variables <br />SS = <br />1.416 Fa = 1.000 From attached sheet <br />Si = <br />0.542 F = 1.500 From attached sheet <br />SIDS = <br />0.944 = 0.67*F a *S s <br />SD1 = <br />0.542 = 0.67*F *S t <br />Building Height, h = <br />18.0 ft <br />Building Period Coefficient, CT = <br />0.020 <br />Approx. Fundamental Period = <br />0.175 = C "' <br />T' �h n <br />Response Spectrum, Sa = <br />0.7496 <br />Response Modification Factor, R = <br />1.25 <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 />0.755 <br />Seismic Response Coefficient, Maximum <br />Cs, MAX = SD1/T(R/1) Cs, MAX - 2.481 <br />Seismic Response Coefficient. Minimum <br />C's, MIN = 0.044SDS.l Cs, MIN = 0.042 <br />Cs = 0.755 <br />Seismic Base Shear, V = 0.755 W <br />LOCATION LIAGi1H HE-IGIII UNIT WT. Total Wt. <br />(pS1) (lbs) <br />Roof 7> 1 - 1 87� <br />Frt. Wall Below 0 4 10 = 0 <br />Int. Wall Below 0 4 7 = 0 <br />W = 1.875 kips <br />V = 1.42 kips <br />Vfinal = 0.7pV = 0.99 kips <br />SeismiEfou Shear <br />IBC 2015 Lateral Design (1 Story) (Template)1.xlsx <br />