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Load Comparison - Steel Beam <br />DLE <br />LL * Conservative <br />1. DLE + LL <br />Dead Load DLNew =DL <br />Wind Load 0.6WL =0.6WL <br />Live Load LL = <br />New Load Combinations <br />1. DLE + DLN <br />2. DLE + DLN + LL <br />3. DLE + DLN + WL < 1.05 Okay <br />4. DLE + DLN + 0.75(LL+WL) <br />Load Comparison - Girder <br />DLE <br />LL * Conservative <br />1. DLE + LL <br />New Design Loads <br />Max Base Reaction DL = <br />Max Base Reaction 0.6WL = <br />Live Load LL = <br />New Load Combinations <br />1. DLE + DLN <br />2. DLE + DLN + LL <br />3. DLE + DLN + WL < 1.05 Okay <br />4. DLE + DLN + 0.75(LL+WL) <br />*No Live load is applies undearth modules due to being less than <br />24" from the roof surface. <br />28.4 psf <br />DCR <br />16.4 psf <br />12.0 psf <br />3.30 psf <br />9.60 psf <br />0.00 psf <br />29.34 psf 1.03 <br />26.94 psf <br />0.53 <br />0.83 <br />3.30 psf <br />9.60 psf <br />* No Live load is applied underneath modules due to being <br />less than 24" from the roof surface. <br />0.53 <br />Purlin <br />17.22 psf <br />0.00 psf <br />13.9 psf <br />18.4 psf <br />32.3 psf <br />JL <br />NS <br />6 <br />NS STRUCTURAL ENGINEERING, INC MADE BY: <br />DATE:Medtronics PV Project - Feasibility Study - Roof 1 <br />4642 Rockland Place La Canada <br />Flintridge, CA 91011 <br />CHECKED BY: <br />PAGE NO. <br />0.76 <br />26.82 psf <br />24.42 psf <br />17.22 psf <br />0.95 <br />Glulam DCR <br />19.74 psf 0.69 <br />19.74 psf 0.69 <br />1851 E Deere Ave - 101118504 & <br />20182282 <br />4/11/2024