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Project: <br />Location: <br />Client: <br />Job No: <br />Date: <br />Engineer: <br />P1.57 <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= 10.5psf <br />Span,L=48.75ft <br />Height,h= 8ft <br />Condition 1 : Assume distributed load <br />w NANA=10.5psf x 8ft = 84 plf --->**See next page for RAM SBeam report <br />Condition 2 : Assume the Nanawall entire load acts @ mid point. <br />PNANA= 84 plf x 48.75 ft =4095lbs---->**See next page for RAM SBeam report <br />bracing <br />spacing <br />PNANA= 4607 lbs <br />DEFLECTION CHECK PER MANUFACTURER REQUIREMENTS <br />See Diagram printout for deflection check and analysis after RAM output <br />W1 <br />23-12434Saint Andrew <br />2-16-2024 <br />LR <br />P1.57 <br />1700 E St Andrew Pl - 101118387, <br />20182190, 30146952 & 40138878 <br />6/5/2024