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Project: <br />Location: <br />Client: <br />Job No: <br />Date: <br />Engineer: <br />P1.18 <br />DEFLECTIONS: Ratio <br />Initial load (in) at 10.00 ft = -0.006 L/D = 3980 <br />5 <br />Live load (in) at 10.00 ft = -0.263 L/D = 914 > 360 0.39 <br />Post Comp load (in) at 10.00 ft = -0.382 L/D = 628 > 240 0.38 <br />Net Total load (in) at 10.00 ft = -0.388 L/D = 618 > 240 0.39 <br />DEFLECTIONS: Ratio <br />Initial load (in) at 10.00 ft = -0.002 L/D = 9660 <br />4 <br />Live load (in) at 10.00 ft = -0.031 L/D = 7776 > 360 0.05 <br />Post Comp load (in) at 10.00 ft = -0.047 L/D = 5132 > 240 0.05 <br />Net Total load (in) at 10.00 ft = -0.049 L/D = 4873 > 240 0.05 <br />B1 <br />Deflection with (E) load only : <br />D=d1-d2= 0.388 - 0.049= 0.339 in <br />B2 <br />Deflection with (E) + (N) load : <br />When the Nana Wall is folded, we need to make sure that B2 does not deflect more than B1 by this <br />limitation. (that is comparing (E)+(N) of B2 to (E) only of B1) <br />DFor Review10/01/2023 10:36:29 AM <br />LR <br />X Engineering 24-3134 <br />04-30-24 <br />6 E Hutton Center Dr <br />Unit# 625 & 6509/23/2024