97-6404 - Laserfiche WebLink

Browse Search

r"'\ VINYL AND SOLID COVER MA OOF BEAM SPAN~ ~R SCRE~ VINYL ROOMS AND GLASS ROOMS WI SOLID ROOFS 6063 T-6 ALLOY EXAMPLE: FOR 2"x 3"x 0.050"; BEAM SPAN BETWEEN UPRIGHTS USE LOAD WIDTH TO ENTER TABLE LOAD WIDTH = LW = 14'/2 + 2' O.H. = 9' ENTER TABLE ON LEFT @ 9' & READ SPAN UNDER APPROPRIATE LOAD; THUS FOR 100 MPH WIND LOADI L.L. @ 18#/SF SPAN = 6'-3" BEAM SIZE ~AM_SP~R VARIOUS LOAD CONDITIONS LOAD WIDTH 10<fMPH/18#/SF* 10 MPH/22#/SF** 32#/SF 120 MPH 2"x 2"xO.044" EXTRUSION 5' 6' 7 S' 9' 10' 11' 2"x 2"xO.050" EXTRUSION 5' '6' 7 S' 9' 10' 11' 6'-11" 6'-7" 5'-9" 6'-5" 6'-2" 5'--4" 6'-0" 5'-9" 5'-0" 5'-8" 5'-5" 4'-8" 5'-5" 5'-2" 4'-5" 5'-2" 4'-11" 4'-3" 4'-11" 4'-8" 4'-0" 7'-2" 9'-7" S'-S" 6'-S" S'-11" S'-1" 6'--4" S'-5" 1'-7" 6'-0" S'-O" 1'-3" 5'-8" 1'-7" 6'-11" 5'-6" 7'--4" 6'-7" 5'-3" 7'-0" 6'--4" 8'-11" 8'-6" 7'--4" 8'-4" 8'-0" 6'-11" 7'-10" 7'-6" 6'-6" 7'-5" 7'-1" 6'-2" 7'-1" 6'-9" 5'-11" 6'-10" 6'-6" 5'-7" 6'-6" 6'-3" 5'-5" 5'-11" 5'-4" 5'-0" 4'-8" 4'-4" 4'-2" 3'-11" 5'-4" 4'-10" 4'-6" 4'-2" 3'-11" 3'-9" 3'-7" 6'-5" 5'-10" 5'-5" 5'-1" 4'-9" 4'-6" 4'-2" 5'-10" 5'--4" 4'-11" 4'-7" 4'-4" 4'-1" 3'-9" ------- 2"~ 3"~~!H~50" EXTRUSION 6' 7' 8' 9' EXAMPLE 10' 11' 12' 7'-8" 7'-1" 6'-8" 6'-3" 5'-11" S'-S" 5'-5" 2"x 2"xO.090" W/1"x 2"xO.044" EXTRUSION 7' S'-3" S' 7'-9" 9' 7'-4" 10' 6'-11" 11' 6'-7" 12' 6'-4" 13' 6'-1" 2"x 3"xO.050" TILT BEAM W/1 "x 2"xO.044" EXTRUSION 7' W-1~ S' 9'-2" 9' S'-S" 10' 8'-3" 11' 7'-10" 12' 7'-6" 13' 7'-3" 5'-1" 4'-S" 4'-4" 4'-0" 3'-9" 3'-7" 3'-5" 5'-7" 5'-1" 4'-S" 4'-5" 4'-2" 3'-11" 3'-9" LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER'" DEVELOPMENT CONSUlIANT P. O. BOX 4368 SOUTH DAYTONA., FL 32121 PHONE 1 (904) 767-4774 FAX /I 1 (904) 767-6556 ~ C COPYRIGHT. 1996 NOT TO BE REPRODUCED IN WHOLE OR IN flIl.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT~ P.E. 4'-5" 4'-0" 3'-9" 3'-6" 3'-3" 3'-1" 2'-11" 4'-10" 4'--4" 4'-1" 3'-9" 3'-T 3'-5" 3'-3" 2 31 .