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<br />SECTION 7
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<br />SOLID ROOF PANEL PRODUCTS
<br />
<br />.F.1i1~A"" Allowable Spans for Industry Standard Riser Panels for Various Loads
<br />Aluminum Alloy 3105 H-14 or H-25
<br />
<br />
<br />
<br /> Enclosed Buildin s
<br />Wind Applied Wind Applied Overhan Condition
<br />Re ion Load 3'-j)" 4-j)" Re ion Load NONE 1'.0" 2'_0" 3'-0" 4'-j)"
<br />102 M,P,H, 17 12'_6" 13'-7" 102 M,P,H, 29 8'-5" 8'.7" 9'-4" 10'.4" 11'.7"
<br />110 M,P,H, 20 11'.9" 12'-11" 110 M,P,H, 35 7'.8" 7'.11" 8'-7" 9'.9" 11',1"
<br />120 M,P,H, 23 11'.2" 12'.4" 120 M,P,H, 41 7'.1" 7'-4" 8'.1" 9'.3" 10'.8"
<br />125 M.P,H, 26 10'.8" 11'.11" 125 M,P,H, 45 6'.9" 7'.0" 7' ' 10" 9'0" 10' 5"
<br />140 M,P,H, 32 9'.11" 11'-4" 140 M,P,H, 56 6'.0" 6'.4" 7'.3" 8',6" 10',0"
<br /> Enclosed Buildin s
<br />Wind Applied Wind Applied Overhan Condition
<br />R" Ion Load 3'.0" 4'-j)" Re ion Load NONE 1'_0" 2'-0" 3'.0" 4'.0"
<br />102 MPH, 17 15'1' 16'.0" 102 M,P,H, 29 10'-8" 10'-10" 11'.4" 12',3" 13'.4"
<br />110 M,PH 20 14',2" lS'.l" 110 M,P,H, 35 9'.8" 9'.11" 10'.6" 11'.S" 12'.7"
<br />120 M,P,H, 23 13'.4" 14'.S" 120 M,P,H, 41 8'-11" 9'.2" 9'-10" 10'.9" 12'.0"
<br />125 M,P,H, 26 12'.9" 13'.10" 125 M,P,H, 45 8'.7" 8'-9" 9'.5" 10'.S" 11'.8"
<br />140 M,P,H, 32 11',9" 12'.11" 140 M,PH 56 7'.8" 7'.11" 8'.8" 9',9" 11'.1"
<br />3" " 12" x 0,032" Riser Panels
<br /> 0 en BUlldlll s Enclosed BUlldin s
<br />Wind Applied Overhan Condition Wind Applied Overhan Condition
<br />Re Ion Load NONE 1'-0" 2'-0" 3'-j)" 4'-j)" Re Ion Load NONE 1'-j)" 2'_0" 3'-0" 4'-0"
<br />102 M,PH, 17 15',5" 15'.6" 15',11" 16 6" 17'.4" 102 M,P,H, 29 11'.9" 11'.11" 12'.5" 1)')" 14',3"
<br />110 MP H 20 14'2" 14'.4" 14',9" 15'5" 16'.)" 110 M,P,H, 35 10'.9" 10'.11" 11'.5" 12'.3" 13'S'
<br />120 M,P,H, 23 13'.3" 13'.S" 13',10" 14'.6" 15'.6" 120 M,P,H, 41 9'.11" 10'.1" 10'.8" 11'1' 12'.9"
<br />125 M,P,H, 26 12'-S" 12'-7" 13'.1" 13'.10" 14'.10" 125 M,P,H, 45 9'.5" 9',8" 10'.3" 11'.2" 12'-S"
<br />140 M,P,H. 32 11'-3" 11'.S" 11'-11" 12'-9" 13'-9" 140 M,P,H, 56 8'-6" 8'.9" 9'-4" 10'-5" 11'.8"
<br />Note: Total roof panel WIdth = room Width plus wall width plus overhang,
<br />.F.1i1~AIII. Allowable Spans for Industry Standard Riser Panels for Various Loads
<br /> Aluminum Alloy 3105 H-28
<br />
<br />3"" 12" ,,0,019" Riser Panels
<br /> Ooen Buildings Enclosed Buildinas
<br />Wind Applied Overhany COlldillon Wind Applied OverhanQ Condition
<br />ReQion Load NONE 1'.0" 2'.0" 3'.0" 4-0" R"olon Load NONE 1'.0" 2'-0" 3'.0" 4'.0"
<br />102 M,P,H, 17 12'.9" 12,11" 13,4 14 I" 15',0" 102 M,PH 29 9',9" 9'.11" 10',6" 11'8' 12'.7"
<br />110 M,P,H, 20 11'9" 11',11" 1~ 5 13 '" 14./" 110 M,P H 35 8',10" 9 1" g'.g" 10'.8' 1 1',11"
<br />120 M,P,H 23 10'11" 11'1' 11 b 1 ' ~,. 13'1' 120 M P H 41 If :'" 8 5" 0' 1" 10':-''' 11' ~"
<br />125 M,P,H, 26 10'.3" 10'.6" 11',0 11,11" 13'.0" 125 M,PH 45 7',10" 8'1" 8'.9" 9',10" II',;>"
<br />140 MPH 32 9',3" 9'6' 10 1" 11' 1" 12'.)" 140 M,P,H 56 7'.0" ,'-3" 8'1" 9'.3" 10'.8"
<br />3" x 12" " 0 026" Riser Panels
<br /> Opell BUlldIIlQ~ Ellclo~ed BUlldlnQs
<br />Wind Applied OVl:rhallY Condltoon Wind Applied Overhany Condillon
<br />R"OIOIl Load NONE I 1'.0" 2'.0" 3'.0" 4'.0" R"Qlon Load NONE 1'-0" 2'.0" 3'-0" 4'.0"
<br />102 MPH, 17 " 16'.8" 17'-3" 18'.0" 102 M,P,H, 29 12'.4" 12'.6" 12'.11"
<br /> 13'.9" 14'-9"
<br />110 MP,H 20 14'.11' 15'.0" 15'.5" 16'.1" 16'.11" 110 M,P,H, 35 11'.3" 11'8' 11'.11 I" ,i' 13',10"
<br />120 M,P,H, 23 13'.11" 14'.0" 14'.5" lS'.l" 16'.0" 120 M,P,H 41 1O'.S" 10',7" 11' 2' ,")' 0" 13 1"
<br />125 M,P,H, 26 13'.1" 13'.2" 13'.8" 14'-4" IS'-4" 125 M,P,H, 4S 9'.11" 10' 1" llJ'K 11' -;''' 129'
<br />140 M,P,H 32 11'.9" 11'.11" 12'.5" 13'3" 14'.3" 140 M,P,H, 56 8',11" 9'1' 9'9' . " 9' 11' 11"
<br />'0
<br />3"" 12" " 0,032" Riser Panels
<br /> Ooen BuildlOQS Enclosed BulldlllQS
<br />Wind Applied OverhanQ Condition Wind Applied Overhang Condition
<br />R"olon Load NONE 1'.0" 2'.0" 3'.0" 4'.0" Reolon Load NONE 1'.0" 2'.0" 3'.0" 4'.0"
<br />102 MP,H, 17 17',10" 17',11" 18'.4" 18',10" 19'.7" 102 M,PH 29 13',8" 13',10" 14'.3" 14'1 I" 15' 10"
<br />110 MP,H, 20 16'.6" 16',7" 16'.11" 17'.6" 18'.4" 110 M,P,H, 35 12'.5" 12'.7" 13'.1" 13'.10" 14',10"
<br />120 MPH 23 15' 4" 15'6" 15',11" 16'.6" 17'.4" 120 MPH 41 11'.6" 11' 8' 1?'.">" 12'11" 14',0"
<br />125 MPH 26 14 5" 14'7" 14',11" 15'.8" 16'.6" 125 MP H 45 10'11" 11'.2" 11'.8" 12'.6" 13'-7"
<br />140 M,P,H, 32 13',0" 13'.r 13',8" 14',4" lS'.3" 140 M,PH 56 9,10" 10'1" 10'.8" 11'.6" 12'.8"
<br />
<br />Note: Total rool panel w,(ltn = room WI(ltn plus wall W,(llh plus overhang
<br />
<br />Lawrence E. Bennett, P. E.
<br />CIVIL ENGINEER. DEVELOPI./ENT CONSUL T ANT
<br />PO BOX 4368, SOUTH DAYTONA. FL 32121
<br />TELEPHONE (904) 767-4n4
<br />FAX (904) 767-6556
<br />
<br />SEAL
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<br />@ COPYRIGHT 1999
<br />NOT TO BE REPRODUCED IN WHOU: OR IN PANT WITHOUT THE WRlnEN PERMISSION OF LAWRENCE EO BENNEn, P E
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