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SECTION 7 SOLID HOOF PANEL PRODUCTS mm=--.w.. Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 11.14 or H-25 3" x 12" x 0.019" Riser Panels ODen Bulldlnos Enclosed Bulldlnas Wind Applied Overha/lli Condition Wind Applied Overhano 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 10'-11" 11'.2" 11'-8" 12'-6" 13'-7" 102 M.P.Il. 29 8'-5" 8-7" 9'-4" 10'-4" 11'-7" 110 M.P.H. 20 10'.1" 10'.4" 10'-10" 11'.9" 12'-11" 110 M.P.H. 35 7'-8" 7'-11" 8'-7" 9'-9' 11'-1' 120 M.P.H. 23 9'.5" 9'.8" 10'.3" 11'-2" 12'-,\" 120 M.P.H. 41 7'-1" 7.4" 8'.1" 9'.3" 10'-8' 125 M.P.H. 26 8'-10" 9'-1" 9'.9" 10'.8" 11'-11" 125 M.P.H. 45 6'.9" 7 .0" 7'-10" 9'.0" 10'.5" 140 M.P.H. 32 7'-11" 8'-3" 8'-11" 9'-11" 11'-4" 140 M.P.H. 56 8'.0" 8'-4" 7'-3' 8'-6" 10'.0" 3" x 12" x 0.026" Riser Panels ODen Buildlnos Enclosed Bulldlnas Wind Applied Overhallli Condition Wind Applied OverhallOCondltlon Reaion Load NONE 1'-0" 2'-0" 3'.0" 4'-0" Realon Load NONE 1 -II" 2'-0" 3-0" 4'.0' 102 M.P.II. 17 13'-11" 14'-1" 14'-6" 15'2" 16'0" 102 M.P.!!. 29 10'.8" 10'-10" 11'-4" 12'-3" 13'.4" 110 M.P.!l. 20 12'.10" 12'.11" 13'-5" 14'-2" 15'-1" 110 M.P.H. 35 9'.8' 9'.11" 10'-6" 11'-5" 12'.7" 120 M.P.!!. 23 11'.11" 12'-1" 12'-7" 13'-4" 14'-5" 120 M.P.H. 41 8'-11" 9'-2" 9'.10" 10'-9" 12'-0" 125 M.P.H. 26 11'-3" 11'-5" 11'-11" 12'-9" 13'-10" 125 M.P.H. 45 8'-7' 8'.9" 9'.5" 10'-5" 11'.8" 140 M.P.H. 32 10'.2" 10'-4" 10'.11" 11'.9" 12'-11" 140 M.P.H. 56 7'-8" 7'-11" 8'-6" 9'.9" 11'-1" 3" x 12" x 0.032" Riser Pallels ODen Bulldlnos Enclosed BUlldlnas Wind Applied Overhana Condition Wind Applied Overhano 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.I!. 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" 110M.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'.8" 11'-7" 12'-9" 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" 140 M,P.H. 32 11'.3" 11'-5" 11'.11" 12'-9" 13'-9" 140 M.P.H, 56 8'.6" 8'.9" 9'-4" 10'.5" 11'-8" Note: Total roof panel width = room width plus wall widlh plus overhang_ 111n~._ Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 3" x 12" x 0.0'19" Riser Panels - 0 en Bulldln s Wind Applied Overhan Condition f'le Ion Load NONE 1'.0" 2'.0" 3'.0" 102M.P.H. 17 12'-9" 12'.11" 13'-4" 14'-1" 11o'M.P.H. 20 11'-9" 11'.11" 12'-5" 13'-2" -iioM.P.II. 23 10'-11" 11'-1" Tf1i"'" 12'.6" --Us M.P.H. 26 10'-3" 10'-6" 11'-0" '1'-11" 'l~ifM.P.H, 32 9'-3" 9'-6" 10'.1" 11'-1" 4-0" 15'-0" 14'-2" lj':7" 13'-0" 12'-3" Wind Re 1011 102 M.P.H. 110 M.P.H. 120 M.P.II. 125 M.P.H. 140 M.P.H. Enclosed Bulldlll s Applied Over Ian Condition Load NONE '.0" 2'.0' 3'-0" 29 9'.9" 9'.11" 10.6" 11'-5" 35 8'-10" 9'.t" 9'.9" 10'-8" 41 8'-2' 8'.5" 9'.1" 10'-2" 45 7'-10" 8'.1" 8'.9" 9'.10" 56 7'-0" 7'.3" 8'-1" 9'-3" 4'.0' 12'.7" 11'.11" 11'.5" 11'-2" 10'-8" ._--~ Aflpllp.d Wind __,l~f)~ Load 3'.0" 4'O",_~!.2'.!...... 3 .0" 4'.0" 102 M.P,II, 17 l-r::y.- 18' 0" 102 M.P .11. 13'.9" 14,'-9" nii M.P.II. -20 16'.1" 16'-11" - 110 MFJI. 12'-9" 13'.10" 'iiii'M.fi:lI. 23 15'-1" 16'-0" 120 M.P.H. 12'.0" 13'.1" -i25 M.P.H. 26 14'-4" 15'-4" 125 M.P.H. 11'.7" 12'-9" -l~OMYJi:- -32 13'-3" 14'-3" 140 M.P .11. 10'-9" 11'-11" --lijlpllp.d Enclosed Bulldin s Wind Applied Overhan Condition Load 3'-0" 4'-0" Re Ion Load NONE 1'-0" 2'.0" 3',0" 4'-0" 17 18'-10" 19'-7" 102 M.P.H. 29 13'-6" 13'.10" 14'.3" 14'.11" 15'-10" 110M.P,II. 20 17'-6" 18'-4" 110 M.P.H. 35 12'.5" 12'.7" 13'-1" 13'.10" 14'-10" 12iiM.PJI.- '-23 16'-6" 17'-4" 120 M.P.H. 41 11'.6" 11'-6" 12'-2" 12'.11" 14'-0" fiSM.r:n:- -26 15'-8" 16'.6" 125 M.P.H. 45 10'-11" 11'-2" 11'.8" 12'-6" 13'-7" 140'M.P:;r--'32 14'-4" 15'.3" 140 M.P.H. 56 9'-10" 10'.1" 10'-8" 11'-6" 12'-8" Notp.: r alai foof panel width = room widlh plus wall widHl pillS overhang Lawrence E. Bennett, P.E. Cf\lfL, ENGINEER - DEVELOPMENT CONSUL TANT PO_ BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (~04) 767-4774 FAX (904) 767-6558 SFAL I'^(~F: 178 @ (;OPYrllGI IT 1999 NOT TO BE HEPRODUCED IN WHOlE OR IN PAR r WI "lOUT 1 HE WHI r fEN PERMISSION OF LAWRENCE E. BENNETI, P.E.