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<br />SECTION 3 <br /> <br />Table 3,1,1: <br /> <br />Wind Zone = <br />. Appliec!!oClct = <br />Load Width <br />'s' .. <br />6' <br />7' <br />S' <br />g' <br />10' <br />11' <br />12' <br />Load Width <br />5' <br />6' <br />7' <br />S' <br />g' <br />10' <br />11' <br />12' <br />Load Width <br />5' <br />6' <br />7' <br />S' <br />g' <br />10' <br />11' <br />12' <br />Load Width <br />5' <br />6' <br />7' <br />S' <br />g' <br />10' <br />11' <br />12' <br /> <br />SCREEN, VINYL & GLASS ROOMS <br /> <br />Allowable Beam Spans - Hollow Extrusions for Screen <br />and/or Vinyl [Open] Rooms with Solid Roofs <br />Aluminum Alloy 6063 T -6 <br />102MPH 110MPH. 120MPH _1~~~PH.. L_J~O.MPH <br />17 # ISq, Ft.. i _ 20 # I Sq, Ft. ' 23 # I Sq. Ft. 26 # I ~q, J=!~ L 32 # ISq, Ft. <br />2" x 2" x 0.044" <br />6'-4" ,n <br />5'-10" <br /> <br />5'-10i' 5'-6" <br />5'-4" 5'_0" <br />4'-11" 4'-8" <br />4'_8" 4'-4" <br />4'_5" 4'-1" <br />4'-2" 3'-10" <br />4'-4" 3'-11" 3'-8" <br />4'-1" I 3'_9" 3'-6", <br />2" x 3" x 0.050" Tilt Beam or 2" x 3" x 0.050" <br />8'-9" 8'-0" 7'-6" <br />7'-11" 7'-4" 6'-10" <br />7'-4" 6'_9" 6'_4" <br />6'-11" 6'-4" 5'-11" <br />6'-6" 5'-11" 5'_7" <br />6'-2" 5'-8" 5'-4" <br />5'-10" 5'-5" 5'-1" <br />5'_7" 5'-2" 4'-10" <br />2" x 3" x 0.070" <br />10'-5" 9'_7" 8'-11" <br />9'-6" 8'-9" 8'_2" <br />8'_9" 8'-1" 7'-6" <br />8'-2" 7'-7" 7'-1" <br />7'-9" 7'-2" 6'-8" <br />7'-4" 6'-9" 6'-4" <br />6'-11" 6'-5" 6'-0" <br />6'-8" 6'_2" 5'-9" <br />2" x 4" x 0.050" Tilt Beam or 2" x 4" x 0.050" <br />10'-8" 9'-10" 9'-2" <br />9'-8" 8'-11" 8'-4" <br />8'-11" 8'-3" 7'-9" <br />8'-5" 7'-9" 7'-3" <br />7'-11" 7'-4" 6'-10" <br />1'-6" 6'-11" 6'-6" <br /> <br />5'_5" <br />5'_0" <br /> <br />::~:: <br /> <br />J <br /> <br />5'':2'" <br />4'_8" <br />4'-4" <br />4'-1" <br />3'-10" <br />3'-8" <br />3'_6" <br />3'-4" <br /> <br />T - -4'-Er' <br />I 4'_3" <br />, 3'-11" <br />3'_8" <br />3'-6" <br />3'-3" <br />3'-2" <br />2'-11" <br /> <br />7'-2" <br />6'-10" <br /> <br />6'-7" <br />6'-4" <br /> <br />6'_2" <br />5'-11 " <br /> <br />7'-1" 6'-4" <br />6'_5" 5'-10" <br />5'-11" 5'-4" <br />5'_7" 5'-0" <br />5'-3" 4'-9" <br />4'-11" 4'_6" <br />4'_9" 4'_3" <br />4'_7" 4'-1" <br />8'_5" 7'-7" <br />7'-8" 6'-11" <br />7'-1" 6'_5" <br />E),:S" [. 5'-11 " <br />6'-3" 5'-8" <br />5'-11" 5'-4" <br />5'_8" 5'-1 " <br />5'-5" 4'-11 " <br />8'-7" 1'-9" <br />7'-10" 7'-1" <br />7'-3" 6'-7" <br />6'-10" 6'-1" <br />6'-5" 5'-9" <br />6'-1" 5'-6" <br />5'-10" 5'-3" <br />5'_7" 5'-0" <br /> <br />Example: <br />For 2" x 2" x 0,044" Extrusion beam span is distance between uprights; to enter table <br />roof panel projection of 14'-0" find load width; <br />L.W, = 14'/2 + 2' Q,H. = g' Enter table on left under load width. <br />Load Width = g'-O" and read span under appropriate load; <br />Live Load @ 17 # 1 Sq.Ft. 1 102 M,P.H, Load Beam Span = 4' _ g" <br /> <br />Note: Tables assume extrusion oriented with longer extrusion dimension parallel to applied load, <br /> <br />Lawrence E, Bennett, P,E. <br />eM. 8'IlIliNBl - 0E\iB.0fII&IT CONBI.I..TANr <br />P.O. BOX 4388, SOUTH DAYTONA, R. 32121 <br />lB..EPHOfoE (804) 187-4"4 <br />FAX (804) 181-ll5l5e <br /> <br />SEAL <br /> <br />PAOE <br /> <br />70 <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REPRODUCED ~ WHOlE OR ~ PART wrTlfOUT ll-E WRTTEN PEH.es8IoN OF LA'NRENCl: E. BEMETr. P.E. <br />