99-8881 - Laserfiche WebLink

Browse Search

SECTION 7 SOLID HOOF PANEL PRODUCTS 1i~:!~.It.. Allowable Spans for Industry Standard Riser Panels for Vnrious Loads Aluminulll ^"oy 3105 H.14 or H.25 -----.---- 3" x 12" x 0.019" Riser Panels --0- ODen Bulldhl!!S Enclosed BUlldlnas Wind Applied Overhana Condition Wind 'Applled Overhang Condition Re!!lon Load NONE 1'.0" 2'.0" 3'.0" 4.0" ReQlon Load NONE 1.0" 2'-0" 3'-0" 4'.0" 102 M,P.H, 17 10'.11" 11'.2" 11'.6" 12'.6' 13'.7" 102 M.P,H. 29 6'.5" 6'.7" 9'-4" 10'-4" 11'.7" 110M.PJt 20 10'.1" 10'.4" 10'.10" ~9' 12'.11" 110 M.P.I!. 35 7'.6' 7'.11" 6'.7" 9'.9" 11'.1" 120 M.P.H. 23 9' .s" 9'.6" 1O':i'" 11'.2" 12'.4" ~~O M.P,II. -;n 7'.1" 7.4" 6'.1' 9'.3" 10'.6' 125 M.P.I!. 26 6'.10" 9'.1" 9'.9" 10.6' 11'.11 ' 125 M.P.II, -4S 6'.9' 7'.0" 7'.10" 9'.0' 10'.5" 140 M.P.H. 32 7'.11" 6'.3" 6'.11" 9'.ll" 11'-4" 140 M.P.II:- -sr' 6'.0" 6'.4" 7'.3" 6'.6" 10'.0" 3" x 12" x 0.026" Riser Panels - . Open Bulldin9s Enclosed Buildings Wind Applied Overhan!! Condition Wind "p"lird Overhana Condition ~, Reaion Load NONE \,.0" 2'.0" 3'.0" 4'.0" Region load NONE 1'.0" 2'.0" 3'.0" 4'.0" 17 13' 11" . - 14'.1" 14'.6" 15'2" 16'.(J" 102 M.P.II. 29 10'.6" 10'.10" 11'.4" 12.3" 13'.4" 102 M,P.lI, 110 M.P.It. 20 12'.IU" 12'.11" 13'.5" 14'.2" 15'.1" 110 M.P.II. 35 9'.6" 9'.11" 10.6" 11.5" 12'.7" 120 M.P.H, 23 11'.11" 12'.1" 12'.7" 13'4" 14'-5" 120 M.P.II. 41 8'.11" 9'.2' 9'.10" 10'.9' 12'.0" 125 M.P.!!. 26 11'3" 1 \,.5" 1\'.11" 12'.9" 13'.10" 125 M.P.II. 45 8'.7" 8'.9' 9'.5" 10.5' 1 \'.8" 140 M.P.H. 32 10'.2" 10'.4" 10'.11" 11'.9" 12'.11" 140 M.P.H. I 56 7'.8" 7'.11" 8'.8" 9'.9' 1\'.1' 3" x 12" x 0.032" Riser Panels ODcn Bulldlnas Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhana Condition Realon Load NONE 1'.0" 2'.0" 3'.0" 4'.0" Realon Load NONE 1'-0" 2'.0" 3'-0" 4'.0" 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" 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'.5" 12'.3" 13'.5" 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'.6" 11'.7" 12'.9" 125 M.P.H. 26 12'.S" 12'.7" 13'.1" 13'.10" 14'.10" 125 M.P.!!. 45 9'.5" 9'.8" 10'.3" 11'.2" 12'.5" 140 M.P.H. 32 11'.3" 11'.5" 11'.11" 12'.9" 13'.9" 140 M.P.H. 56 6'.6" 8'.9" 9'.4" 10'.5" 11'.8" Note: Total roof panel width ~ room width plus wall widlh plus overhang. 1F.1:!~"n Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H.28 3" x12" x 0.019" Riser Panels Open Buildings Enclosed BulldhlgS Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'.0" 2'.0" 3'.0" 4.0" Realon Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 102 M.P.H, 17 12'.9" 12'.11" 13'.4" 14'.1" lS'.O" 102 M.P.H. 29 9'.9" 9'.11" 10'.6" 11'.5" 12'.7" 110 M.P.H. 20 11'.9" 11'.11" 12'.S" 13'.2" 14'.2" 110 M.P.H. 3S 6'.10" 9'.1" 9'.9" 10'.8" 11'.11 ' 120 M.P.H. 23 10'.11" 11'.1" 11'.8" 12.6" 13'.7" 120 M.P.H. 41 6'.2" 6'.S" 9'.1" 10'.2' 11'.S' 125 M.P,H. 26 10'.3" 10'.6" 11'.0" 11'.11" 13'.0" 125 M.P.H. 45 ('.10" 6'.1" 6'-9" 9'.10' 11'.2' 140 M.P.H. 32 9'.3" 9'.6" 10'.1" 11'.1" 12'.3" 140 M,P.II. 56 7'.0" 7'.3" 8'.1" 9'.3' 10'.8' 3" x 12" x 0.026" Riser Panels Open Bulldlnlls Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang CondiUon ReQion load NONE 1'.0" 2'.0" 3'.0" 4'.0" Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 102 M.P.H. 17 16'.2" 16'.3" 16'.6" 17'.3" 18'.0" 102 M.P.II. 29 12'.4" 12'.6" 12'.11" 13'.9- 14'.9' 110 M.P.H. 20 14'.11" f-t~'.o" IS'.5" 16'.1" 16'.11" 110 M.P.II. 35 11'.3" 11'.S" 11'.11" 12'.9- 13'.10" 120 M.P,H. 23 13'.11" 14'.0" 14'.S- 1S'.J" J6'.0" 120 M.P.H. 41 10'.5" 10'-7" 11'-2" 12'.0- 13'.1' 125 M.P.H. 26 13'.1" 13'.2" 13'.6" 14'.4" IS'.4" 125 M.P.II. 4S 9'.11" 10'.1- 10'.6" 11'.7" 12'.9' 140 M.P.H, 32 11'.9" 11'.11" 12'.S" 13'.3" 14'.3" 140 M.P .11. 56 6'.11" 9'.1" 9'.9" 10'.9" 11'-11- 3" x 12" x 0.032." Riser Panels Open Buildings Enclosed BulldhlllS Wind Applied Overhang Condition Wind Applied OverhanQ Condition Realon Load NONE 1'.0" 2'.0" 3'.0" 4'.0" Reolon Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 102 M.P.H. 17 17'.10" 17'.11" 16'.4" 16'.10" 19'.7" 102 M.P.H. 29 13'.6" 13'-10- 14'.3" 14'.11- lS'.10" 110M.P.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" 120 M.P.H, 23 15'.4" IS'.6" 15'.11" 16'.6- 17'.4" 120 M.P.H. 41 11'.6- 11'.8" 12'.2" 12'.11- 14'.0- 125 M.P.H. 26 14'.S- 14'.7" 14'.11" IS'.6" 16'.6" 125 M.P.II. 45 10'.11" 11'.2" 11'.6" 12'-6" 13'.7" 140 M.P,H. 32 13'.0- 13'.2" 13'.8" 14'.4" lS'.3" 140 M.P.H. 56 9'.10" 10'.1" 10'.6" 11'-6" 12'.8' ~I I Nole: Total/oof panel widlh ~ loom width plus wall width pillS overhang Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUl TANT PO. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767.4774 FAX (904) 767.6556 SEAL PAGE 178 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE on IN PAnT WITIIOUT THE WRIf IFN f'mMISSION OF LAWRENCE E. BENNETT, PE