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£:UNIRAC Unirac Code-Compliant Installation Manual SolarMount
<br />Table 2. pnedo (psf) Roof and Wall
<br />kic W'nd Speed, V (/01,)
<br />090 100 . ·110 120 t. ·.1.39 rEl?bctive ';· - ' · · · '
<br />W'indAN#
<br />Zone (38 [®Wfifo.,·c6 VIht Downforce Uplifi 'D.6*nfo-r,Ee, I.-1lift ' Downforce: Uplift Downmirc -Opli,3
<br />140 750. ·: 170
<br />Downforce Uplift pc?%4nf4RG· ···93(- Downforce Uplift
<br />1 10 -5.3,?93(fl.6 4 7.3 -18.0..8.9 -G-21·.8 10.5 -25.9 41£41.36.4 -1 14.3 -35.3 -16.5.. ·:--493'11 21.1 -52.0
<br />1 20 2-5,3.-14.2 , 6.9 -17.5 183.- '22(.CE._ 9.9
<br />50 ,.541 ,··---.13:7·] 6.3 -16.9 t;'7·.6'· f,40,)j-.. 9,0
<br />1 100 ''.4.74·.,213.j 4 5.8 -16.5, i. 7:0 ·· <19:9-3 8.3
<br />2 10 ' 539.<924.4-9 7.3 -30.2 2.8.9.· -36.54 10.5
<br />2 20 75:6 ...2-21 1-8 ··] 6.9 -27.0 i'8.3 .... -32.6-1 9.9
<br />2 50 #452 1'-,·.-'8:#i.,4 6.3 -22.7 532:6.:12 -f73. ' 9,0
<br />2 100 )41·/·· -'15:8 j 5.8 -1915 07:'0.'2 ;t·2j.6 -,] 8.3
<br />3 10 3-3 ; -*87 7.3 -45.4 t*·-9.·-- ·-©Ift,-2 10·5
<br />3 20 3&6 -,Gb.5./· I 6.9 -37.6 l'.8.3 0--45.5 b 9.9
<br />3 50 5. f.i.·.-difl , 5 6.3 -27.3 '7.'.h'-:."f:jI'l 9.0
<br />3 100 ·4.7 -' 45.8 1 5.8 -19.5 47:6-'.133.8· '1 8.3
<br />1 10 48.4, 1-113'.1 10.4 -16.5 PO·-5.'219¥ 14.9
<br />1 20 , ·*111@.©, 9.4 -16.0 )1*j -€0.-4-4 13.6
<br />1 50 67-2...2123'1 8.2 -15.4 310403<48.6'1 11.9
<br />I ]00 5·.9" ill.1,2 7.3 -14.9 1'@.,9/·4*.i·>1 io.5
<br />2 1'0 -97',·.-2-33 1 lo.4 -28.7 f.il:53' -445.·-1 14.9
<br />2 20 ..'53.,2-·-*i,4.11 9.4 -26.4 ,1 1'-.E-·,O.Kit 13.6
<br />2 50 :'17---6-Le.9.--. 8.2 -23.3 ;,I,0.-0,·. i.44:$:2111.9
<br />2 1 00 ·_¢.D *-fi'Z 7.3 -21.0 li«.,1.25)51,J 10.5
<br />3 lo :·8,-<·43;1.33 lo.4 -42.4 .5·'.·tI.3.41 14.9
<br />3 20 ;,Lf··'.,432.1- 9.4 -39.6 MI,1.?il -5 2.#Z.-9.': 13.6
<br />3 50 :61' ..,22£1.' 8.2 -36.0 CIO.02.143.2 : I l.9
<br />3 ioo :25>€-126'97 73 -33 2 *3·-@0.5-- ios
<br />Jui.e.ty...:i FVOT; N
<br />1 10 :1'3.3 1 -14]6.· 16.5 -18.0 i.19:9..:21.80 . 23.7
<br />1 20 '13.0 -13.'8'3 16.0 -17.1 i.19:-4-1-'6'20.-7; :t' 23.0
<br />1 50 -d.5 -- -1,£11 15.4 -15.9 |12<6 ..<§34n.2
<br />1 100 12:1 2 · :12.1 1 14.9 -14.9 j 1,8.1. · -18.1: .,21.5
<br />2 10 1.jil-720'! 16.5 -2-1.0 F:19-4.---4-&3'.4 23,7
<br />2 20 1.3@ ·-46.3 3 1 6.0 -20. I |93 i -243 -4 23.0
<br />2 50 112.5.-L.-15:3.11 15.4 -18.9 718.-A' ·,-22.9 422.2
<br />2 IOO 12.·1 -·.-I4.6 . I4.9 -18.0 18.'I -11 :8 ZI.5
<br />-25.2 9Il.4.-29.6-1 13.4
<br />-24.4 < .1,0.'61 -28.64 12.3-23.7 3 9.-8 - ,>-i?:b J 11.4
<br />-43.5 ..:·12.4,'·.di.42 14.3
<br />-38.8 81 i .6' -45-6 1 13.4
<br />-32.7 if, 131.S3*4· 12,3
<br />28.1 t" 9:8.'2 ;-33.0 1 11.4
<br />-65.4 .12.i?J:476.h 14.3
<br />-54.2 - 1.1.-6.t '43.6' =. 13.4
<br />-39.3 ..10.6- 446.2,1 1 2.3
<br />28.1 /9.8.·43§.6 $ 1'1.4
<br />-23.7 : '13.5-.3-97.8,-] 20.3
<br />-23.0 1 16'LA ...217.0. 18.5
<br />-22.2 . 13,9 --226.6 1 16.1
<br />-21.5 .)'Ii--di145.-2'3 14.3
<br />-4 I.3 3 7.>-·.'3%.I] 20.3
<br />-38.0 i'16.0.r, 144;64 18.5
<br />-33.6 61-ji? -409.-4-'d 16.1
<br />-30.3 :'2-4''<,-,9.5-:6 1 4.3
<br />-61.0 Nb·5',· *U€·.· i 20.3
<br />-57.1 l.16.69*67:6.1 18.5
<br />-51.8 L.{1·59; -4.4'.116.1
<br />-479 k.1 2.4 -'-56:2 1 14.3
<br />-25.9 A.7.8 -30.41 32.3
<br />-24.6 27:0 -289 1 31.4
<br />-22,8 16:0 1-26.8 i 30.2
<br />-21.5 .-25.2 ·-25.2. ' 29.3
<br />-30.3 fix.9.6 -f-·-3'5:C. 1 32.3
<br />-29.0 i 27.0.- 134,0 A 3 1.4
<br />-27.2 1.-24·.0. -€32 O 'I 30.2
<br />-25.9 '·25.2 - 330.4· 29.3
<br />-34.4 j'jl-5.4'093924:2 19.8
<br />-33.2 ',1,11·i ,..i .='3891 18,1
<br />-32.3 .I 10 -5. 437.0·1 I 6.7
<br />'4 :·1.1.; ' - L.--,t ' 2
<br />-59.2 ;16.5.·.·n¢67.92- 2 Ll
<br />-52.9 &.15-:419 *74· 19.81-44.5 Jtil,ft>.41.fl-,1 I 8,1
<br />-38.2 3.3'.0.043:9. 16.7
<br />-89.0 'N'63'.3.01.01> fl.I
<br />-73.8 ily.ii.· '.'·,0*7.- 19.8
<br />-53.5 71'-Kit.-bf.5;. lal
<br />-38.2 , 13y/-2,3.9.; 16.7
<br />-32.3 f23:3.t '-\17.0_ 30.0zil_.4 ', lf.-1 1, ,-*.0· 27.3-30.2 - 18.-5.>'49*. 23.8
<br />-29.3 :lAi°.93*43 21.1
<br />-56.2 Fati·i?i*f 30.0
<br />-5 1.7 Fl F.·32.fik;1¥.* 27.3
<br />-45.7 L Al.-95*51 23.8
<br />-41.2 i·-,1&3,-{7247.3: 21.1
<br />-83.1 %9.11'· 03§* 30.0
<br />-77.7 2'2·it-3-- :'04;21 27.3
<br />-70.5 i. 1'81'5. - 6,81.0 23.8
<br />-60 1 1,16.-51..=34.0. 2 I I
<br />35.3 !37.0 -, -4:55 47,6
<br />-33.5 ··36.0-· .- 38.·4 46.3
<br />-31.1 '· 34.6 -:45.7 44.5
<br />29.3 .33.64431:63 43.2
<br />-41.2 15*..-.*5 47.6
<br />-39.4 .·36.0 445.3 '; 46.3
<br />-37.1 t·34.6-„-42'.5. 44.5
<br />-35.3 l.«6 .-40.1 43.2
<br />-50.7
<br />-48.9
<br />-47.6
<br />87.2
<br />-78.0
<br />-65.7
<br />-56.4
<br />131.3
<br />-108.7
<br />-78.9
<br />-56.4
<br />-47.6
<br />-46.3
<br />-44.5
<br />-43.2
<br />-82.8
<br />-76.2
<br />-67.4
<br />-60.8
<br />-122.5
<br />-114.5
<br />-104.0
<br />-960
<br />-52.0
<br />-49.3
<br />-45.8
<br />-43.2
<br />-60.8
<br />-58.1
<br />-54.6
<br />-52.0
<br />3 IO 13:3 - I 7.0 I 6.5 -2 1.0 bl 9.9 -25.5 D 23.7 -30.3
<br />3 20 1 1.0 - I 6.3 ; I 6.0 -20. i 9 9.4 -24.3, 23.0 -29.0
<br />3 5012.·5 -15.31 15.4 -18.9 318.6- -22:¥ 22.2 -27.2
<br />3 IOO 12.1 --31.6 -1 I4.9 -18.0 18.1 -21.8 · ll.5 -25.9
<br />1L1 17.8 -'-35.6 . 32.3 -41.2 '37.'6 1473. 47.6 -60.8
<br />27.0 - -34.0 ' 31.4 -39.4 36.0 . -45.3 46.3 -58.1
<br />26.0 . -32.0 2 30.2 -37.1 34.6---81.5 --44.5 -54.6
<br />25.2 - -30.1 29.3 -35.3 33.6 ' -46.'5 43.2 -52.0
<br />....
<br />4 10 4 4.6 -15.8 - 18.0 -19.5 21.6 -23.6 25.9 -28.1 r 30.4 -35.0 : 35.3 -38.2 40.5 - ·413.9 ; 52.0 -56.4
<br />4 20 13.9 -15..1 17.2 -18.7 L 20.8 -22.6 24.7 -26.9 29.0 -31 :6 33.7 -36.7 38.7 . -42·1 ! 49.6 -54.1
<br />4 50 13.6 -14.3 16.1 -17.6 19.5- -21.3 23.2 -25.4 .27.2 --29.8 31.6 -34.6 36.2 =39.7 · 46.6 -51.0
<br />4 100 :2.4 -13.6 I 5.3 -16.8 18.5 -20.4 22.0 -24.2 25.9 -28.4 30.0 -33.0 34.4 -37.8 44.2 -48.6
<br />4 500 IO.9 -I:LI I).4 -I#.9 l6.2 -Ial I9.3 -2I.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 -43.2
<br />5 - 10 14.6 --[95718.0 -24.1 :21.8 -29.1 25.9 -347 30.4 -40.7 35.3 -47.2 40.5 - -54.2 52.0 -69.6
<br />5 20 1329 --'18.2- -17.2 -223 20.8 -27.2 24.7 -32.4 29.0 --38.0 33.7-=4450---38.7 -50.5- 49.6 -64.9
<br />5 50 13.0 -16.5 16.1 -20.3 19.5 -24.6 23.2 -29.3 27.2 -34.3 31.6 -39.8 36.2 -45.7 46.6 -58.7
<br />5 100 12.4 -15.1 15.3 -18.7 18.5 -22.6 22.0 -26.9 25.9 -31.6 30.0 -36.7 34.4 -42.1 44.2 -54.1
<br />5 500 10.9 -12.1 13.4 -419 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 -43.2
<br />Source:_ASEELSE!- 7.05,_Minimiurd).esign_Loads_for_Buildings and Other Structures, Chaptir_6,; Pigure 6-3. p. 42-43.
<br />1
<br />,age
<br />6
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