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<br />SECTION 7 SOLID ROOF PANEL PRODUCTS
<br /> Table 7.1,2; Allowable Spans for Industry Standard Riser Panels for Various Loads
<br /> Aluminum Alloy 3105 H.14 or H-25
<br /> i J" x 12" x 0.019" RJur Panels i
<br /> Open Buildings Enclosed Buildings ~
<br /> Wind Applie d Ove rhang Condition Wind Applied Overhang Condition
<br /> I Re g ion Load NONE 1'.0" 2'.0" 3'.0" 4.0" Re olon Load NONE 1'.0" 2'.0" 3'.0" 4'.0"
<br /> 1 102 M,P.H. 17 1,'.1,- 12'.1- 12'.7" 13'.4- 14'.4. 102 M.P.H. 29 9'.1. 9'-4' 9'.11" 10'.11" 12'.2"
<br /> 1110 M.P,H. 20 ,0'.1,. 11'.2. 11'.8. 12'.6. 13',,7" 110 M,P.H. 35 8'... 8'.6" 9'.3. 10'.3" 11'.S"
<br /> [120 M.P,H. 23 10'.3. 10'-5" 10'.1'. "'.,0. 12'.11. 120 M,P,H. .1 7'.8. 7'.11" 8'.8. g'.g" 11'.1"
<br /> 125 M,P.H. 26 9'.7. 9'.10. 10'.S. 11'.4. 12'-6. 125 M.P,H. .5 7'... 7',,7. 8'.4. g'.S" 10'.10"
<br /> i 140 M.P,H, 32 8'.8. 8'.11. g'.7" 10'.7" 11'.10. 140 M.P.H. 56 S'.7. 6'.10. 7'.8. 8'.11" 10'.4"
<br /> , , 1 I
<br /> I 3" . 12" x 0.026" RJser Panels I
<br /> Open Buildings Encloud Buildings I
<br /> Overhang Condition .~ind Applied Ow rhang Condition -----<
<br /> Wind Applied
<br /> Region Load NONE 1'.0" 2'.0" J'.o" 4'.0" Region Load NONE 1'.0" 2'.0" J'.O" 4'.0"
<br /> 102 M,P,H, 17 13'.11- 14'.1' '4'.S. IS'.2" 1S'.0. 102 M.P.H. 29 10'.8. 10'.'0. 11'.4" 12'.3" 13' 4.'
<br /> 110 M.P.H. 20 12'.10. 12'.11. 13'.S. 14'.2. 1S'.," 110 M,P.H, 35 9'.8. 9'.1'. 10'.S" 11 '.5" 12'.) ,
<br /> 1 20 M,P,H. 2J 11'.11" 12'.," 12'.)" 13'.4" 14'.S" 120 M,P.H. 41 8'.11" 9'.2" 9'.10" 1 O'.g" 12 0'
<br /> 125 M.P.H 26 11'.3" 11 '.5. 11'.11" 12'.9. 13'.10" 125 M.P,H, 45 8'.7" 8'.9" 9'.5" 1 0'.5" 11' 8' ,
<br /> 140 M,P.H. J2 10'.2" 10'.4" 10'.11" 11'.g" 12'.11" 1 40 M.P,H, 56 7'.8" 7'.11" 8'.8" 99' --,
<br /> , , , I 11'1
<br /> , J" x 12" . 0,032" Riser Panels I
<br /> Open Buildings Enclosed Buildings
<br /> Wind Applied Overhano Condition Wind Applied Overhana Condition I
<br /> Region Load NONE 1'.0" 2'.0" 3'.0" 4',,0" Region Load NONE l'-C" 2'.0" J'.O" 4'.0"
<br /> , 102M,P.H. 17 15'.S" IS'.S. 15'.11" 16'.S" 17'.4. 102 M.P.H, 29 11'.9" 11'.11" 12'-5" 13'.J" 14 D
<br /> 110 M,P.H. 20 14'.2" 14'.4" 14'.9" '5'.S" IS'.3" 110 M,P.H. 35 10'.9. 10'.11" 11 '-5" 12'.J" 13' 5 i
<br /> 120 M.P.H, 2J 13'.3. 13'.5- 13'.10. 14'.S. 1S'.6" 120 M.P.H. 41 9'.'1. 10'.1- 10'.8" 11.7 12' 9'
<br /> 125 M.P,H, 26 12'.5. 12'.)" 13'.1. 13'.10. 14'.10. 125 M.P.H, 45 9'.5. 9'.8" 10'.3" 11.2" 12 .5'
<br /> 140 M.P.H, 32 11'.3. 1I'.S. 11'.1'. 12'.9. 13'.9" 140 M,P.H, 56 8'-6. 8'.9. 9'.4. 10'-5" 11 .8'
<br /> Note Total root Danel widtt! ;:: room WIdth plus wall width plus o~rt1anQ.
<br /> Table 7,1.3; Allowable Spans for Industry Standard Riser Panels for Various Loads
<br /> Alumnum Alloy 3105 H-28
<br /> J". 12".0.019" RJur Panels
<br /> Ooon Buildinos Enclosed Buildinos
<br /> Wind Applied Owrha;;a Condition Wind Applied Overhano Condition 1
<br /> : Reaion Load NONE 1'.0" 2'.0" 3'.0" 4.0" Reaion Load NONE 1'.0" 2'.0" J'.O" 4'.0" ,
<br /> 102 M.P.H. 17 13'.10. 13'.11" 14'.S. 15'.1. IS'.II. 102 M.P.H. 29 10'-7" 10'.9" 11'.4" 12'.2" 13T1
<br /> : 110 M.PH, 20 12'.9" 12'.11" 13'.4. 14'.1. IS'.l. 110 M,P,H. J5 9'.8" 9'.10" IO'.S" 11'.4" 12M
<br /> ' 120 M'p,H. 2J 11'.11" 12'.1. 12'.6. 13'.4" 14'.4" 120 M.P.H. 41 8'.11" 9'.1" g'.g" 1O'.9" "',11"
<br /> 125 M'p,H. 26 11'.2" 11'.4" 11'.10" 12'.8" 13'.9" 125 M.P,H. 45 8'.6" 8'.9" 9'.5" 10'-5" 11:g:!
<br /> 140MP,H J2 10'.1" 10'.3" 10'.10" 11'.9" 12'.'0. 140 M.P,H. 56 7'.7" 7'.10" 8'.)" 9'.8" 11.1~
<br /> --
<br /> Enclosed Buildings
<br /> ~".,,"''''O" Wind Applied Owrhang Condition
<br /> Region Load NON 2'.0" 3'.0" 4'.0" Region Load NONE 1'.0" 2'.0" 3'-C" 4'-<")"
<br /> 102 M.P,H. I 17 16'.2. . 16'.8. 17'.3. 18'.0. 102 M,P.H. 29 12'... 12'.6. 12'.11" 13'.9" 14.9.
<br /> , 110 M,P.H. I 20 14'.11.1 15'-0.1 15'.S. 16'.1. 16'.11. 110 M.P.H. 35 11'.3. 11'.5. 11'.11. 12'.9" 13'.10.
<br /> 2J 13'.,1.14'-5. 15'.1. 16'-0. 120 M,P,H. 41 10'.S" 10'.7. 11'.2" 12'.0" 13'.1"
<br /> -r 26 13'.,. '113'.8. 14'''. 15'... 125 M,P.H. 45 9'.11" 10'.1. 10'.8" II'.)" '2.9"
<br /> 140 M,P,H. J2 11'.9' 11'.11. 12'.S. 13'.3. 14'.3. 140 M.P.H. 56 8'.11" , 9'.1. , g'.g" , 1O'.9" ,11'.11"
<br /> J" . 12" x 0,OJ2" RJser Panels I
<br /> Open Buildings Enclosed Buildings
<br /> ! Wind Applied Owrhang Condition Wind Applied Owrhang Condition
<br /> , Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0" Re glon Load NONE 1'.0" 2'.0" J'-C" 4'.0"
<br /> 1 02 M.P.H. 17 17'.10" 17'"11. 18'... 18'.10. 19'-7" 102 M.P.H. 29 13'-8. 13'.10. 14'.3. 14'.11. 15'.10.
<br /> 110 M.P.H. 20 16'-6. 16'.7" 16'.11. 17'-6. 18'... 110 M,P.H. 35 12'.5. 12'.7. 13'.1. 13'.10. 14'.10"
<br /> - 120 M,P.H. 23 lS'... 15'.8. 15'.11. 16'.6. 17'''. 120 M.P.H. 41 11'-6. 11'.8. 12'.2. 12'.11" 14'.0.
<br /> 125 M.P.H. 26 14'.5. 14'.7" 14'.11. IS'.8. 16'-6. 125 M.P,H. 45 10'.11. 11'.2. 11'.8. 12'.6" 13-7"
<br /> 140 M.P.H. 32 13'.0. 13'.2" 13'.8. 14'... 15'.3. 140 M,P.H. 56 9'.10" 10'.1. 10'.8" 11'.S" 12'.8"
<br /> Note: Tolai roof panel widlh . room wldlh plus wall widlh pius owrhang
<br /> La wrence E. Bennett, P.E.
<br /> ava. ENGtN:ER . DEVaOPMENT CONSU. T ANT
<br /> P.O, BOX <4388, SOUTH DA YTONA, A. 32121
<br /> TEU:PtiOtoE (Q0.4) 787-.n.
<br /> FAX (Q0.4) 787-8556
<br />SEAL
<br />PAGE @
<br /> COPYRIGHT 1998
<br />120 NOT TO BE REPROOUCED N WHOLE OR N PAAT WITHOlIT ~ WRITTEN PERt.lSSION OF LAWRENCE E. BEN'oETT, P.E
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