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Project#:GED-328/7170287 � Date:8/17/2017 <br /> � <br /> Site#:WA6064/FA#10013187 �������� ���������� By:NM <br /> Beam DefleCtion(AC1318-14 Sections 24.2.3.8&24.2.4.2 on Uncracked Gross Cross Section): <br /> � �MAX,o = 0.6 in < L/180=2.8 in OK! � <br /> �Max,so = 0.3 in < L/240=2.1 in OK! <br /> �nn.ax,� = 0.2 in < L/360=1.4 in OK! <br /> 0 mnx,T = 1.1 in < L/240=2.1 in OK! <br /> The roof PT eeam/joists meet the strength and serviceability requirements to support existing and <br /> proposed telecommunication equipment, sled mount framing and additiona/CMU ballast blocks <br /> as specified in this ana/ysis. <br /> 9.0 RECOMMENDATIONS: <br /> 1. All assumptions made in this analysis should be carefully reviewed. Morrison Hershfield should be <br /> contacted for any discrepancies so that a full assessment may be made to validate the results of this <br /> analysis. <br /> 10.0 ATTACHMENTS <br /> ■ Risa-3D Output <br />