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<br />SECTION 7
<br />
<br />SOLID ROOF PANEL PRODUCTS
<br />
<br />.F.1;'1~A"" Allowable Spans for Industry Standard Riser Pan
<br />Aluminum Alloy 3105 H-14 or H-25
<br />
<br />3" x 12" x 0,019" Riser Panels
<br /> Open Buildings Enclosed BUlldlnQS
<br />Wind Applied Overhang Condition Wind Applied OverhanQ Condition
<br />ReQion Load NONE 1'-0" 2'-0" 3'.0" 4.0" Reoion Load NONE 1'.0" 2'.0" 3'.0" 4'.0"
<br />102 M.P,H, 17 10'.11" 11'.2" 11'.8" 12'.6" 13'.7" 102 M,P,H, 29 8'.5" 8'.7" 9'.4" 10'.4" 11',.,
<br />110 M.P,H. 20 10'.1" 10'.4" 10'.10" 11'.9" 12'.11" 110 M,P,H, 35 1'.8" 7'.11" B'.7" 9'.9" 11'.1"
<br />120 M.P,H, 23 9'.5" 9'.8" 10'.3" 11'.2" 12'.4" 120 M,P,H, 41 1'.1" 1'.4" B'.l" 9'.3" 10'.8"
<br />125 M,P.H, 26 8'.10" 9'.1" 9'.9" 10'.8" 11'.11" 125 MP,H. 45 6'.9" TO" 7'.10" 9' 0" 10' ~"
<br />140 M.P,H, 32 7'.11" 8'.3" B'.11" 9'.11" 1 1'.4" 140 M,P,H, 56 6'.0" 6' 4" /'3" d'tj" 10' 0"
<br />3" x 12" x 0,026" Riser Panels
<br /> ODen Buildinos Enclosed BuildinQs
<br />Wind Applied OverhanQ Condition Wind Applied OverhanQ Condition
<br />Recion Load NONE 1'.0" 2'-0" 3'.0" 4'-0" Recion Load NONE 1'.0" 2'.0" 3'.0" 4'.0"
<br />102 M,P,H, 17 13'.11" 14'.1" 14'.6" 15'.2" 16'.0" 102 M,P,H, 29 10'.B" 10'.10" 11'.4" 12',3" 13'.4"
<br />110 M,P,H, 20 12'.10" 12'.11" 13'.5" 14'.2" 15'.1" 110 M.P,H. 35 9'.B" 9'.11" 10'.6" 11..5" 12'.7"
<br />120 M,P,H, 23 11'.11" 12'.1" 12'.7" 13'.4" 14'.5" 120 M,P,H, 41 B'.11" 9'.2" 9'.10" 10'.9" 12'.0"
<br />125 M,P,H, 26 11'.3" 11'.5" 11'.11" 12'.9" 13'.10" 125 M,P,H, 45 B'.7" B'.9" 9'.5" 10'.5" 1 1'.B"
<br />140 M,P,H, 32 10'.2" 10'.4" 10'.11" 11'.9" 12'.11" 140 M,P,H. 56 1'.8" 1'.11" B'.B" 9'.9" 11'.1"
<br />3" x 12" x 0,032" Riser Panels
<br /> Open BuildinQs Enclosed Bulidinqs
<br />Wind Applied OverhanQ Condition Wind Applied Overhang Condition
<br />ReQion Load NONE 1'.0" 2'.0" 3'-0" 4'.0" ReQion Load NONE 1'.0" 2'.0" 3'.0" 4'.0"
<br />102 M,P,H. 17 15'.5" 15'.6" 15'.11" 16'6.' 17'.4" 102 M,P,H 29 11..9" 11'.11" 12'.5" 13'3" 14'.3"
<br />110 M,P,H, 20 14'.2" 14'.4" 14'.9" 15'.5" 16'.3" 110 M,P,H, 35 10'9" 10'.11" 11'S 12'.3" 13'5"
<br />120 M,P,H, 23 13'.3" 13'.5" 13'.10" 14'.6" 15'.6" 120 M,P,H 41 9'.11" 10' 1'. 10' B" 11'.1" 12'9"
<br />125 M.P.H. 26 12'.5" 12'.7" 13'.1" 13'.10" 14'.10" 125 M,P,H, 45 g'S g' 8" 10'3" 11'.2" 12'-5"
<br />140 M.P.H. 32 11'.3" 11'.5" 11'.11" 12'.9" 13'.9" 140 M.P,H, 56 B'-6" B'.9" 9'-4" 10'.5" 1 1'.8"
<br />
<br />Note: Total roof panel width = room width plus wall Wld1h plus overhang.
<br />
<br />"F.1;'1~A"'. Allowable Spans for Industry Standard Riser Panels for Various Loads
<br />Aluminum Alloy 3105 H-28
<br />
<br />3" x 12" x 0,019" Riser Panels
<br />o en Buildin s
<br />Ovcrhan Condition
<br />1'.0" 2'.0" 3',0"
<br />12,11" '3,4 14 r
<br />11'-11" 1~' '5 13 :'"
<br />1 1'.1 lib 1 ~ 0.'
<br />10'.6" 11'.0 11..11"
<br />9'.6" 10.1' 1 1'.1"
<br />
<br />Wind
<br />Re ion
<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 />Enclosed BUlldln s
<br />Apphpd Ovcrhanc Condition
<br />Load NONE 1',0" 2'.0" 3'.0"
<br />29 9 9' ," : 1 0 ,6. 1 1 5.
<br />35 81e' "' ".9" 1:..8.
<br />oil 8 .. ". I
<br />45 T.10. 6,,'. 5S
<br />56 7'.0" .3.' 5' 1"
<br />
<br />4'.0"
<br />1;:'.7"
<br />11 11"
<br />1 ~ '"
<br />l' ')"
<br />10 8'
<br />
<br />Wind
<br />Re Ion
<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 />NONE
<br />12'.9..
<br />11..9.'
<br />10'.11"
<br />10'.3"
<br />9'.3"
<br />
<br />4.0"
<br />15',0"
<br />14.,2"
<br />13'.1"
<br />13'.0"
<br />12'.3"
<br />
<br />9. lC
<br />
<br />
<br />Wind
<br />Rt: .Oll
<br />102 M,PH,
<br />110 M,P,H,
<br />120 M,P,H,
<br />125 M,P,H,
<br />140 M,P,H.
<br />
<br />Wind
<br />Re ion
<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:
<br />
<br />SEAL
<br />
<br />PAGE
<br />
<br />178
<br />
<br />~ - 3"
<br />
<br /> Enclosed BUlldlfl s
<br /> Wind Applied Overhan Condition
<br />3'.0" 4'.0" Re Ion Load NONE 1'.0" 2'.0" 3'.0" 4'.0"
<br />17',3" 18'.0" 102 M,P,H, 29 12 4" 12"b" 1:1 11. lJ Y.. 14'9'
<br />16'.1" 16'.11" 110 M,P,H, 35 11.3. 11 S 11 11 1 : 'f 13 10"
<br />15'.1" 16'.0" 120 M,P,H, 41 10.5" 10' 7" 1 r 2. Il U 13 r'
<br />14'.4" 15'-4" 125 M,P,H. 45 9'.11" 1(;'.1" 1 G' ."1 1:. t :'. ;.
<br />13'.3" 14'.3" 140 M,PH 56 B'., 1" 9' . ~. 9' 9 , . 11'.
<br /> Enclosed Bulidlfl s
<br /> Wind Applied Overhan Condition
<br />3'.0" 4'.0" Re Ion Load NONE 1'.0" 2'.0" 3'.0" 4'.0"
<br />18'.10" 19'.7" 102 M,P,H 29 13'.8'. 13'.10" 14'.3" 14'.11" 15'."y'
<br />1 7'.6" 18'.4" 110 M,P.H. 35 12'.5" 12'.7" 13'.1" 13'.10" 14. 10"
<br />16'.6" 11'.4" 120 MP,H, 41 11'.6" 1 ,.B.. 12'.2" 1~' 1" 14 0"
<br />15'.B" 16'.6" 125 M,P,H 45 10'.11" 11'1' 11'.8" 12'.6" 13'.7"
<br />14'.4" 15'.3" 140 M,P,H, 56 9'.10" 10'., " 1O',B" 11'.6" 12'.B"
<br />
<br />Al'plied
<br />Load
<br />17
<br />20
<br />23
<br />26
<br />32
<br />
<br />Applied
<br />Load
<br />17
<br />20
<br />23
<br />26
<br />32
<br />
<br />Total root panel width = room WIdth plus wall Width plus overhang
<br />
<br />Lawrence E. Bennett, P.E.
<br />CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT
<br />PO BOX 4368. SOUTH DAYTONA, FL 32121
<br />TELEPHONE (904) 767-4774
<br />FAX (904) 767-6556
<br />
<br />@ COPYRIGHT 1999
<br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT P E
<br />
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