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<br />SECTION 7
<br />
<br />SOLID ROOF PANEL PRODUCTS
<br />
<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 />
<br />13" x 12" x 0.019" Riser Panel.
<br />Open Buildings
<br />Ove rha ng Condition
<br />1'.()" 2'.()" 3',0"
<br />12'.1. 12',7" 13'.4"
<br />11'..2" 11',a" 12'..6.
<br />10',5" 10'",. 11',10"
<br />9'.10. 10'..5" 11',4"
<br />a'..11" g',7" 10',7"
<br />
<br />Wind
<br />Ra gion
<br />102 M.P.H.
<br />110 M.P.H.
<br />120 M,P .H.
<br />125 M.P.H.
<br />140 M.P.H.
<br />
<br />Applle d
<br />Load
<br />17
<br />20
<br />23
<br />26
<br />32
<br />
<br />NONE
<br />11',11"
<br />10'.11"
<br />10'..3"
<br />9',7"
<br />a'..a"
<br />
<br />13" x 12" x 0.026" Riser Panels
<br />~ Open Building.
<br />Wind Applied Overhang Condition
<br />: Raglan Load NONE 1'.()" 2'.()" 3'.()"
<br />102 M.P.H. 17 13'.11" 14'..1" 14'.6" 15'.2"
<br />: 110 M.P,H. 20 12'.10" 12'.11" 13'.5" 14'.2"
<br />: 120 M.P.H. 23 11'.11" 12'.1" 12'.7" 13'.4"
<br />,125M'p,H. 26 11'.3. 11'.5" 11'.11" 12'.g"
<br />140 M.P.H, 32 10'.2" 10'.4" 10'.11" 11'.9"
<br />
<br />3" x 12" x 0.032" Rise, Paneis
<br />Open Building.
<br />Overhang Condition
<br />1'.()" 2'.()" 3'.()"
<br />15'.6" 15'.11" 16'.6"
<br />14'.4" 14'.9" 15'..5"
<br />13'.5" 13'.10. 14'.6"
<br />12'.7" 13'.1" 13'.10"
<br />11'.5" 11'.11" 12'.9"
<br />
<br />Wind '
<br />I Region
<br />102 M.P.H.
<br />, 110 M.P.H.
<br />120 M.P.H,
<br />125 M.P,H.
<br />140 M.P.H.
<br />
<br />Applied
<br />Load
<br />17
<br />20
<br />23
<br />26
<br />32
<br />
<br />NONE
<br />15'.5"
<br />14'.2"
<br />13'.3.
<br />12'.5.
<br />11'.3.
<br />
<br />4'()"
<br />14'..4"
<br />13'..7"
<br />12',11"
<br />12',6"
<br />1 1',10"
<br />
<br />Wind
<br />Raolon
<br />102 M.P,H,
<br />110 M,P.H.
<br />120 M.P.H.
<br />125 M.P,H.
<br />140 M.P,H.
<br />
<br />Enclosed Buildings
<br />Applied Overhang Condition
<br />Load NONE 1'.()" 2'.0" 3'.0"
<br />29 9'.1" 9'.4" g'.11' 10.1'"
<br />35 S'-4" S'..6" 9'.3" 1 0'.3"
<br />41 7',S" 7'.11" S'.S" g'.g"
<br />45 7'-4" 7'..7" S'.4' 9'.6"
<br />56 6'.7" 6',10" )'.3" S'.II"
<br />
<br />-',
<br />I
<br />"1
<br />--- -'1
<br />
<br />4'.()"
<br />
<br />16'.0"
<br />15'.1"
<br />14'.5"
<br />13'.10"
<br />12'.11"
<br />
<br />,'.yind
<br />Ragion
<br />102 M.P.H.
<br />110 M.P.H.
<br />120 M,P,H.
<br />125 M,P,H.
<br />140 M.P,H.
<br />
<br />4' .0"
<br />12' 2'
<br />i 11 '-6"
<br />i 11'-;-
<br />--
<br />110'., C"
<br />1 0 .4"
<br />
<br />Applied
<br />Load
<br />29
<br />35
<br />41
<br />45
<br />56
<br />
<br />--~
<br />Enclosed Buildings I
<br />Overhang CondltJol~----- ~-~
<br />NONE 1'.0" 2'-:0-::- ~4':0"~
<br />10'.S" 10'.10" 11',4' 12.3' 13.'l
<br />g'.S" 9'.11" 10'6' 11-5' 12 7~
<br />S'.II" 9'.2' g'.10" IO'9', 12:';
<br />S'.)" S'.9": 9'5' ~~~E'l
<br />)'.8' 7'.11'" S.3' 9.9' " ;',
<br />-L-.- ~__ __--'
<br />- --,
<br />--I
<br />Enclosed Buildings __---I
<br />Overhang condltlon~j'
<br />NONE 1'.()" 2'.0" ~O"
<br />11'.9" 11'.11" 12".5" .':;::-.~3""4'.3
<br />10'.9' 10'.11' 11'5" 12'.3' '35'
<br />9'.11' 10'.1" 10' S" 11') 12,'
<br />9'.5" 9'-8~ 10',]" 11'.2"; 1::'-:'
<br />S'.6" S'.g" 94' '0'.5 1-~3:j
<br />---'---"---~-- --
<br />
<br />4',0"
<br />
<br />17',4"
<br />16',3"
<br />15'.6"
<br />14',10"
<br />13"9"
<br />
<br />Wind
<br />Raglan
<br />102 M.P.H.
<br />110 M.P,H.
<br />120 M.P.H.
<br />125 M.P.H,
<br />140 M.P.H.
<br />
<br />Applied
<br />Load
<br />29
<br />35
<br />41
<br />45
<br />56
<br />
<br />Note: Total roof Danel widlh = room wldlh Dlus wall width Dlus o",r11anc,
<br />
<br />Table 7,1.3: Allowable Spans for Industry Standard Riser Panels for Various Loads
<br />Alurrinum Alloy 3105 H-28
<br />
<br />3" x 12" x 0,01 g" Riser Panels
<br />OO<ln Buildinos
<br />Wind Applied Overhano Condition
<br />Raaion Load NONE 1'.()" 2'.()" 3'.()"
<br />102 M.P.H. 17 13'.10" 13'.11" 14'.5" 15'.1"
<br />110 M,P.H. 20 12'..9" 12',11" 13'..4" 14'.1"
<br />'120M,P.H, 23 11'.11" 12'.1. 12'.6" 13'.4"
<br />'125M,P,H. 26 11'.2" 11'.4.'1'.10" 12'.S"
<br />~0"11"9"
<br />
<br />-
<br />
<br />Wind Applied Overhano Condition
<br />: Raalon Load NON 2'.()" 3'.()"
<br />.-02 M.P.H, i 17 16',2"T1r-3" 16'..8" 17'.3"
<br />110 .1 20 14"'1".5,..0" 15',5" 16',1"
<br />23 13',"" 4'..5. 15',1"
<br />125 M.P.H. I 26 13'..1" , 13'.a" 14'-4"
<br />140 M.P.H. I 32 11'..9" 111'.11" 12',5" 13'..3"
<br />
<br />I 3" x 12"
<br />
<br />x 0.032" Riser Panels
<br />OO<ln Bulldlnas
<br />Overhano Condition
<br />1'.()" 2'.()" 3'.()"
<br />17',11" 1a'-4" 1S',10"
<br />16'..7" 16',11" 17'..a.
<br />15',6" '5'..". 16',6"
<br />14',7" ,4',1,. 1S'..S.
<br />13'..2" 13'..a" 14'-4.
<br />
<br />Wind
<br />Raoion
<br />102 M.P.H.
<br />110 M.P.H,
<br />. 120 M.P.H.
<br />125 M,P.H.
<br />140 M.P,H.
<br />
<br />Applied
<br />Load
<br />17
<br />20
<br />23
<br />26
<br />32
<br />
<br />NONE
<br />17'..10"
<br />16'-6"
<br />15'-4.
<br />14'..5"
<br />13',0"
<br />
<br />-',
<br />
<br /> Wind Applied
<br />4'()" Ranion Load NONE
<br />15',11" 102 M.P.H. 29 10'.7"
<br />15',1" 110 M,P.H. 35 g'.S"
<br />14'..4" 120 M,P.H. 41 S'.11'
<br />13'.9" 1 25 M.P,H, 45 8'.6"
<br />12'.10" 140 M.P,H, 56 7'. )"
<br />
<br />---,
<br />-----!'
<br />OverhanD Condition ___,
<br />1'.0" 2'2::" 2.:.:.2::..~~~~
<br />lO'.9" 11.4" 12.2", 13., I
<br />9'.10" 10.5 114 Jj:::::::;
<br />9'.1" 9 9" 10.9" 11 , '"
<br />S'.9" g' 5" 105" r-;--l},=
<br />7'.1 a" S)" g.S~_ tG. ____
<br />
<br />4'.()"
<br />1S'.0"
<br />1S'-11"
<br />16',0"
<br />15'-4"
<br />14'..3"
<br />
<br />Wind
<br />Ra olon
<br />102 M,P,H.
<br />110 M,P.H.
<br />120 M,P.H.
<br />125 M.P.H.
<br />140 M.P.H.
<br />
<br />Enclosed Buildinos
<br />
<br />Enclosed Buildinas
<br />Applied Overhano Conditio,;---'
<br />Load NONE 1'.()" 2'.0" 3'.0" 4'.0':--'
<br />29 12'.4" 12'.6" 12'.11" 13'.9" 14.9'1
<br />35 11'.3" 11'.5" "'.1'. 12'.9" 13'.fcri
<br />41 10'.5" 10',7" 11.2" 12'.0" '3~
<br />45 9'.11" 10'.,. 10,,'S" 11'.7" 12~,"
<br />56 S'.l,. 9'.1" 9'9' 10.9" 11.IO
<br />
<br />Enclosed Bulidinas
<br />Applied OverhanD Condition
<br />Load NONE 1'.()" 2'.0" J'.o'
<br />29 13'.S" 13',10" 14'.3" 14'.11"
<br />35 12'.5" 12'.7" 13.1. 13'.10"
<br />41 11'..6" 11'.6" 12'.2" 12'.11"
<br />45 10'."."'.2" 11.S" 12'.6"
<br />56 9'.10" 10'.1. 10.S" 1,'.6'
<br />
<br />"1
<br />4 .6'''-
<br />15',10"
<br />14'. iei-;;-
<br />14 -0" i
<br />13.7"
<br />12 S"J
<br />
<br />4'.()"
<br />19',7"
<br />18'-4"
<br />17'-4.
<br />16',6"
<br />15',3"
<br />
<br />Wind
<br />Ra olon
<br />102 M,P.H.
<br />110 M.P.H.
<br />120 M,P.H.
<br />125 M.P.H.
<br />140 M.P.H.
<br />
<br />Note: Total roof panel width = room width plus wall width plus o-.emang.
<br />
<br />Lawrence E. Bennett, P.E.
<br />avL ENGI-EER - DEYaOPf.ENT CONSU.. T;&.NT
<br />P.O. BOX ~ SOOTl-i DAYTONA, FL 32121
<br />TEl..EPl--IOIoE (g().4) 767" 4 T7 4
<br />FAX (g().4) 767-6556
<br />
<br />, SEAL
<br />
<br />PAGE
<br />
<br />120
<br />
<br />@ COPYRIGHT 19Ga
<br />NOT TO BE REPRODUCED N WHOlE OR N PART WITHOl1T nE WRITTEN PERMSSION OF LAWRENCE E. BEN--ETT, P.E
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