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Project: <br />Location: <br />Client: <br />Job No: <br />Date: <br />Engineer: <br />P1.29 <br />DEFLECTIONS: Ratio <br />Initial load (in) at 10.00 ft = -0.007 L/D = 3684 <br />3 <br />Live load (in) at 10.00 ft = -0.168 L/D = 1432 > 360 0.25 <br />Post Comp load (in) at 10.00 ft = -0.240 L/D = 999 > 240 0.24 <br />Net Total load (in) at 10.00 ft = -0.247 L/D = 973 > 240 0.25 <br />DEFLECTIONS: Ratio <br />Initial load (in) at 20.00 ft = -0.035 L/D = 1388 <br />4 <br />Live load (in) at 20.00 ft = -0.774 L/D = 621 > 360 0.58 <br />Post Comp load (in) at 20.00 ft = -1.121 L/D = 428 > 240 0.56 <br />Net Total load (in) at 20.00 ft = -1.156 L/D = 415 > 240 0.58 <br />B1' <br />Deflection with (E) + (N)load : <br />D=d1-d2= 1.156 - 0.247= 0.909 in <br />B2' <br />Deflection with (E) load only : <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 B1' to (E) only of B2') <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