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Project: <br />Location: <br />Client: <br />Job No: <br />Date: <br />Engineer: <br />P1.13 <br />CHECKING (E)Wx BEAMS <br />ROOF KEY PLAN: <br />Checking B2: <br />Existing Loading Criteria: <br />DL= 41psf <br />LL= 90psf <br />Span,L= 20ft <br />Trib width= 38ft/2 = 19ft <br />New Loading: [When the Nanawall is folded the entire load will act at a single location] <br />Newly added beam span= 38ft <br />Height= 10ft <br />Distributed weight= 9.5psf x 10ft= 95plf <br />Pnana=95plf x 38ft = 3610lbs =3.61kips <br />Assuming PNANA acts at middle (most critical case): <br />P applied at B2=3.61kips/2 = 1.81 at 14'-10" <br />(See next page for Enercalc Report) <br />B1 B2 <br />LR <br />X Engineering 24-3134 <br />04-30-24 <br />6 E Hutton Center Dr <br />Unit# 625 & 6509/23/2024