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Kcy�Bcas <br />�„��,., , ��.., <br />�„��.,,�,;;�,. . , �ti��� <br />;,.,,.,.,�.�,,�;�,. �:� <br />Member Data <br />Descri�riion: web ade issue <br />Standard Load: <br />Dead Load: 15 PSF <br />Snow Load: 30 PSF <br />Holes <br />N <br />1 <br />Member Type: Joist <br />Top Lateral Bradng: Continuous <br />Bottom Lateral Bracing: Continuous <br />Aloisture Condition: Dry <br />Detlection Cnteria: V240live, L/780 total <br />Deck Connection: Nailed <br />S�ype Locatlon <br />Circular 1' 1.00" <br />Application: Rool <br />Slope: 1.00 / 12 <br />Building Coie: IBC / :RC <br />Size <br />2.000" diameter <br />Bearings and Reactions <br />Locatlon Typa <br />� n� o.noo' wau <br />Maximum Load Case Reactions <br />I lrv�l An vfYUY�.� Ini.n Icxls In� Inv 1-p.lslh rnnNrvl mnilrrf <br />Dead Snow <br />1 211a!i5Bpl1) 410k�315p1q <br />Design spans <br />zr oc2s <br />Actual Length <br />20'11.P]�' <br />2010 0 <br />Inpul Length Min Required <br />N/A 1750" <br />nl�A 1J50" <br />Producl: 1•314" � 17•718" PWI 20 Series <br />I!I NO SOLUTION I!I <br />Minimum 1.75" beadng requfred at bearing p t <br />Minimum 1.75" bearing required at bearing p 2 <br />FAILURE: Hole loo close to another hole. <br />Allowable Stress Design <br />Actual <br />Positive Idoment 3305.Y1 <br />Shear �28�%% <br />TL DeflecUon 1.0933" <br />LL Deflection 07281" <br />Hcledl Shear 56d.# <br />Hole fJ2 Shear 550 d <br />DOLs�. Lrve-100`:, Snow=115`. Rool=12.'� �� 1'Jinn=1G0`�. <br />Gravity Reaclion Gravity UpIiN <br />630# -- <br />r.�nn -- <br />allowable shear at holes = 822 Ib <br />(considered as a single 5-inch hole) <br />maximum shear in joists = 628 Ib <br />proximity ruie waived - joists OK as is <br />16.0" O.C. <br />Allowable Capacily Lowtion <br />3755'# 88 % 10 49' <br />1633.# 38 % 0' <br />1.4035" L1231 10.49' <br />1.0526" Lf346 10.49' <br />0.# �999 % 1.07' <br />Loading <br />Adlacenl i D*S <br />Total load D�S <br />Adjacent i D+S <br />Tota� load S <br />Adiacent i DrS <br />m <br />w <br />Fail <br />��l��Q. Tµ �..�: - i .� i..�.,.., <br />.�Y. 1.114_. M�1 L .IGa1�HeHi<qf LNV'10 '. � <br />� �a <br />1� �.�Im.ln���� IMmrmM+�vrIn51M� nOM �A�ne 1��nm�qmMa�'�ien 1.icnnfl+�l�ulilw.)N�^Nl�n � �uM.r�����v� e�n�rni � <br />