Laserfiche WebLink
1. Lateral Loads Calculation for Equipment (IBC2018/2021/2024, CBC2025) <br />1.1 Earthquake Load <br />Soil Site Class =D <br />Seismic Use Group =II <br />SDS =2.50 g <br />Seismic Design Category =D <br />ρ =1.0 (ASCE 7, 12.3.4.1) <br />Seismic Design Force : <br />2.5 ap 1.0 (ASCE 7, Table 13.6-1) <br />p 1.0 z/h =0.0 <br />Supercharger_Cabinet_V4 2,240 lbs <br />=896.0 lbs <br />p,MAX DS p p p,MIN DS p p <br />=8,960.0 lbs =1680.0 lbs <br />Therefore 1,680 lbs <br />Supercharger_Post_V4 198 lbs <br />=79.2 lbs <br />=792.0 lbs =148.5 lbs <br />Therefore 149 lbs <br />Skid at V4 Cabinet 1,000 lbs <br />=400.0 lbs <br />=4,000.0 lbs =750.0 lbs <br />Therefore 750 lbs <br />2,850 lbs <br />=1,140.0 lbs <br />=11,400.0 lbs =2137.5 lbs <br />Therefore 2,138 lbs <br />+ foldable) <br />28