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Project: <br />Location: <br />Client: <br />Job No: <br />Date: <br />Engineer: <br />P1.44 <br />Unistrut Design (alternative) <br />WDL= 95plf (See gravity Design) <br />GRAVITY CHECK: <br />1- Check horizontal Unistrut Acting as a beam: <br />Span, L= 5ft <br />Load Combination : D + L <br />WD= 95plf x5ft = 475lbs <br />Assume the Nana Wall is resting on two unistrut beams <br />Therefore PDL Unistrut= 238lbs <br />From Unistrut Catalog (see Figure 2) and Using P1000 <br />Span = 5' x 12 = 60in <br />Deflection Criteria: <br />Wall= W table x R lateral Bracing [0.82] <br /> = 480bs x 0.82 = 394lbs > 238 lbs [OK] <br />Max allowable load = 680lbs > 238lbs [OK] <br />Therefore Use P1000 as beam supporting Unit <br />2 - Check Vertical P1000 Supporting Assembly: <br />A Total of (2) P1000 will be supporting the <br />Unistrut Assembly. <br />W=3610 lbs (max weight of NanaWall) <br />TS = W total/ 2 = 3610 lbs / 2= 1805 lbs <br />Tall= 4690lbs > 1805lbs (see Figure 3) [OK] <br />B1 <br />B1 <br />Figure 1 <br />Figure 2 <br />Figure 3 <br />LR <br />X Engineering 24-3134 <br />04-30-24 <br />C1 <br />C1 <br />6 E Hutton Center Dr <br />Unit# 625 & 6509/23/2024