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<br />SECTION 7
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<br />SOLID ROOF PANEL PRODUCTS
<br />
<br />.F.1i1~~"" Allowable Spans for Industry Standard Riser Panels for Various Loads
<br />Aluminum Alloy 3105 H-14 or H-25
<br />
<br />3" x 12" x 0.019" Riser Panels
<br /> Open Buildings Enclosed BulidlnQS
<br />Wind Applied OverhanQ Condition Wind Applied OverhanQ 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 10'_11" 11'-2" 11'.B" 12'-6" 13'.7" 102 M.P.H. 29 B'.S" B'.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 7'..B" 7'..11" B'.7" g' g" 11'.1"
<br />120 M.P.H. 23 g'.S" 9'.B" 10'..3" 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 8'.10" 9'.1" 9'.9" 10'.B" 11'-11" 125 M,P.H, 45 6'.9" 7',0" 7',10" g'O" 10' 5"
<br />140 M.P.H. 32 7'.11" B'.3" 8'-11" 9'.11" 11'.4" 140 M.P,H, 56 6'.0" 6'.4" 7',3" 8' 6" 10' A"
<br />3" x 12" x 0.026" Riser Panels
<br /> ODen BuildinQs Enclosed BuildinQs
<br />Wind Applied OverhanQ Condition Wind Applied Overhang Condition
<br />Region Load NONE 1'.0" 2'-0" 3'-0" 4'-0" Reaion Load NONE 1'.0" 2'-0" 3'.0" 4'.0"
<br />102 M.P.H, 17 13'.11" 14'.1" 14'.6" lS'.2" 16'-0" 102 M.P.H, 29 10'.8" 10'.10" 11'.4" 12',3" 13'.4"
<br />110 M.P.H. 20 12'-10" 12'.11" 13'.S" 14'.2" lS'.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'.ll" 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 8'.7" 8'.9" g'.S" 1O'.S" 11'.8"
<br />140 M.P.H. 32 10'.2" 10'.4" 10'.11" 11'.9" 12'.11" 140 M,P,H 56 7'.B" 7'-11" 8'-8" 9',9" 11'.1"
<br />3" x 12" x 0.032" Riser Panels
<br /> ODen BuildinQs Enclosed BUlldinQs
<br />Wind Applied OverhanQ Condition Wind Apphed OverhanQ Condition
<br />Region 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'.S" lS'.6" lS'.ll" 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'.8" 11',7" 12'.9"
<br />125 M.p.H. 26 12'.5" 12'-7" 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" I 11'.5" 11'.11" 12'.9" 13'.9" 140 M.P.H. 56 B'-6" 8'.9" 9'-4" 10'.5" 11'.8"
<br />
<br />Note: Total roof panel width = room width plus wall width plus overhang,
<br />
<br />1lIF.1i1~.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 /> Open BuildinQs Enclosed Buildings
<br />Wind Applied OverhanQ Condition Wind Apphed Overhang Condition
<br />Region Load NONE 1'.0" 2'.0" 3'.0" 4.0" ReQlon Load NONE 1'.0" 2'.0" 3'.0" 4'.0"
<br />102 M.P.H. 17 12'.9" 12'.11" 13'.4 ' 14 I" lS'.O" 102 M,P,H 29 g,g" 9,' '" 10'.6" l1'S 12',7"
<br />110 M.P,H, 20 l1',g" 11'.11" 12' 5 132" 14'.2" 110 M.P.H 35 8',10" 9 '" 9'9" 1G'.8' "',""
<br />120 M.P.H, 23 10'.11" 11',1' 11',b '':<.i'' 13'1' 120 MPH 41 ti' ;" t , 'J' I' liJ' :)' '1 ."
<br />125 M.P.H. 26 10'.3" 10'-0" 11'.0' 11',11" 13'.0" 125 M,P.H 45 7',' A" 8,'" 8 ,9" 9' '0. 11',2"
<br />140 M.P,H. 32 9'.3" 9'.6" 10'.1' 11'.1" 12'.3" 140 M,P,H, 56 7'.0" ~'.3" 8' 1" S'.3" 10',8'
<br />3" x 12" x 0,026" Riser Panels
<br /> Open Buildings Enclosed BUlidings
<br />Wind Al'plied Overhanll Condition Wind Applied Overhang Condition
<br />ReQlon Load NONE 1'.0" 2'.0" 3'-0" 4'.0" ReQlon Load NONE 1'-0" 2'..0" 3'.0" 4'.0"
<br />102 M.P,H. 17 16'.2" 16'.3" 16'.8" 17'.3" 18'.0" 102 M,P,H, 29 12'.4" '2'b 12'11" 13'.9" '4',9"
<br />110 M.P,H, 20 14'.11" 15'.0" 15'.5" 16'.1" 16'.11" 110 MPH, 35 11'-3" 11'S l' " ,- 'j" 13' 10"
<br />120 M.P.H. 23 13'.11" 14'-0" 14'.S" 15'-1" 16'.0" 120 MP,H, 41 10'.5" 10'7" " 2' '2 0' 13,'"
<br />125 M.P,H. 26 13'.1" 13'.2" 13'.B" 14'.4" 15'-4" 125 M,P,H, 45 9',11" 1e ,. I CJ'R 1 :' -" 12 S"
<br />140 M.P.H. 32 11'.9" 11'.11" 12'.S" 13',3" 14'.3" 140 M,P,H, 56 8'1'. 9 l' ~'g' ~~9 '1' 1,.
<br />3" x 12" x 0.032" Riser Panels
<br /> Open Buildings Enclosed BUlldlnQS
<br />Wind Applied OverhanQ Condition Wind Applied Overhang Condition
<br />Region Load NONE 1'-0" 2'.0" 3'.0" 4'..0" ReQlon Load NONE 1'.0" 2'.0" 3'-0" 4'.0"
<br />102 M.P.H. 17 17'-10" 17'.11" 18'.4" 18'.10" 19'.7" 102 M,PH, 29 13',8" 13'.10" 14'.3" 14'.11" lS',10"
<br />110 M.P.H. 20 16'-6" 16'.7" 16'.11" 17'.6" 18'.4" 110 M,PH, 3S 12',5" 12',7" 13'-1" 13'-10" '4',10"
<br />120 M.P,H, 23 15'.4" 15'.6" lS'.11" 16'..6" 17'.4" 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" 15'.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'.B" 14'.4" 15'-3" 140 M.P.H, 56 9'..10" 10'.1 " 10'.8" 11'.6" 12'.8"
<br />
<br />Note: Total roof panel width = room Width plus wall Width plus overhang
<br />
<br />Lawrence E. Bennett, P.E.
<br />CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
<br />P,O, BOX436B, 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 />
<br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIITEN PERMISSION OF LAWRENCE E BlNNEIT P E
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