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Project: <br />Location: <br />Client: <br />Job No: <br />Date: <br />Engineer: <br />P1.30 <br />Max unbraced length <br />PNANA=2529lbs <br />(N) BEAM SUPPORTING (N) NANA WALL <br />Scope Narration: <br />- Nanawall will be suspended from a new beam that will be installed in ceiling <br />- design beam for self weight of nanawall + out-plane loads of Chapter 13 <br />- Braces provided will be for out-of-plane loads <br />- Steel beam will be designed as unbraced <br />- Note manufacturer deflection limits under deflection check <br />New Nanawall Loading on Beam: <br />DL NANA= 9.5psf <br />Span,L=38ft <br />Height,h= 10ft <br />Condition 1 : Assume distributed load <br />w NANA=9.5 psf x 10ft = 95plf ---->**See next page for RAM S Beam report <br />Condition 2 : Assume the Nanawall entire load acts @ mid point. <br />PNANA= 95 plf x 38 ft = 3610lbs ---->**See next page for RAM S Beam report <br />DEFLECTION CHECK PER MANUFACTURER REQUIREMENTS <br />See Diagram printout for deflection check and analysis after RAM output <br />W1&W2 <br />LR <br />X Engineering 24-3134 <br />04-30-24 <br />6 E Hutton Center Dr <br />Unit# 625 & 6509/23/2024