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Note: FoY ASCE 7-10 the wind forces have been multiplied by 0.6 <br />LOADING COMBINATION #1: WIND UPLIFT CONNECTION TO RAFTER- ZONE 2 --- --- <br />P := TA x (Pup -:06 x DLsolar x cos(Ox deg) lb..uplift <br />d= Diam.laa screws User Input <br />t= lb/inch Withdrawal NDS 2005- Tab. 11.2A, pg 68 <br />e= Threaded embedment into wood User Input <br />315.20 <br />N.Lli <br />235.00 <br />2.50 <br />W= Total withdrawal capacity <br />W:= CdWind xtxe 940.00 <br />W x 100 <br />P <br /><< If eaual to or more than 100% Code Compliant. OK! <br />298.22 <br />Table 3 represents the maximum Moment (M = PL/a) resulting from point loads (standoffs), <br />for any spans (L) listed. <br />a = 3.43, Rail System =2rail <br />TabliA (The Mornelit'Factor "a" for a 2,Rail-s¥kt*mi tibble 3. IThe:Moth¢nt Factb-r "a" forth¢Z¢#isysteni) <br />Staggered Unstaggered : 5 staggered.: ;- - unstaggered. <br />Length- Portrait ' Landscape, portrait .Landscape· t.tkngth 'Po'rtrait' Lindkcati*i: Portrait -tandicape <br />. <br />1 64'4:00 ,14.00'i .4.0.01 .· :2.8.Ii :Cled: 5102 5:00 '5.00 .5.00 <br />- <br />L.= 5" -4.00 5-:kbt .3.12 2.50 5.00 -5.00 ' 5.00 5.00 <br />... 1.1 I16£61 - .4.00' 1 . 1 £3.00.1 I - .,3?43..2.09 ·'16* .51 00. ,. - 75:bo ,.5100,(51 00 <br />L=7'3.60 <br />.k 9801 <br />L.= 9' +3.03 <br />L h 10' J , 2.86 <br />L = 11'2,77 <br />L *12'2,67 <br />L= 13'2161 <br />L =-14'2,55 <br />L.615'2,51 <br />L 12469- ---'-2:46--7 <br />L = 17'2.43 <br />'2184 2.95 .1.83 <br />2.67' ' 146 ' :' -.1.5.6 <br />-2.34'.1.44 <br />'2.5 22=*2 1.31 <br />2.25,;2,04 11.19 <br />- 3.00<, --i-:85·, ,'1:07 <br />1.88,·'1174 0.90 <br />itlt i _1.31§?' + , ;'e2- <br />1.683 1.5.0 0.86 <br />i.60' '·1.38- -,-1 0.81 <br />. <br />1.45 1.31,.0.76 <br />L =:7',4.50 <br />:C= t.1 . : '.4:010 <br />L.= 9''4.00 <br />CriE".-31.bo <br />L =11'- 4.00 <br />£.='12' ' 4:00 <br />.'L=,13'4.00 <br />L= 14'·4.00 <br />L =15'4.00 <br />L=16' ·4·.00 <br />L,=17' " 4.00 <br />ASCI 450 4.19 <br />4.00 · .4.00 3.37™ <br />4:00 4.00' 3.12 <br />1 11 1 .4.00 .4:005 ,2.86 <br />4.00 ,3:70 2.48, <br />i.4:00 3:39 2.09 <br />.3:87 ..... /3.35!·3-0 98: <br />.3.73 .3.30; *.- 1.87.1 <br />3.32 © '2.88-178 <br />+ , + 2.90. ' .· 146- i, ,1.68- <br />32.74 '2.36 -i.57 <br />i-iii- 32.-tio-_._LIC i#.EI#)3 22.1 im-Jqi?4 31;95. ----ajb*(t-T--253*2*42 -ITj:-EJ-,--i·#-55 <br />L E 19'2.38 1:24 61:17 0.68 1 = 19'4.00 2.46 42.18-1.38 <br />L -20' 2:'35' . 1.18- ,' · *1.11 '0.65 4 L = 20'----- - --116----T- -.PE- I--iil-'-----ia: <br />E= <br />L- <br />!10 _ 2.22 --3·19·· -- ,.0-6- -_- _.-_-9,62_ iIL= 9-t_ _04·-94--__ -9,28 :2.06 1125 <br />..!2' . ' 2.09 -' . 1.101 1.90: . ..0,59' 2 LS-22' , 4:00' ,· 2.20. 5 - '>2.00, ' · -1320