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<br />2# X 7# X 0.062", x 0.120" SELF -MA TING EXTRUSION WITH I N Sf R T <br />4 <br /> 'l!ii!iiiiri- <br /> .'1" I"-- <br /> . A = 2.13 in2 <br /> Ll'l WT 2.54 p.I.f. <br /> ,.,; = <br />O.C 53' V STITCH WITH '"8 S.M.S. Ix = 14.01 in4 <br />- ~ X @ 24' OIC STAGGERED, Sx = 4.00 inJ <br /> ~ r- TOP AND BOTTOM 6063- T6 <br />0.062' Co ,.,; <br /> m / <br /> .I~ NOTE: INSERT MUST BE 75% OF SPAN LENGTH. <br /> - .... <br />DESCRIPTION DESIGN SP ACING <br /> LOAD 3' 4' 5' 6' 7' 8' 9' I 10' <br />SCREEN ROOF <br />ALL VELOCI TIES 7 psf 36'-10' 33'-6' 31'-1 ' 29'-4' 27'-10' 26'- 7' 25'-7' 24'-8' <br />SCREEN WALL <br />ALL VELOCITIES 13 ps f 30'-0' 27'-4' 25'-4' 23'-11' 22'-8' 21'-8' 20'-11' 20'-2' <br />ENCLOSED BUILDING - SOLID ROOF OR WALL <br />100 mph 22 psf 25'-2' 22'-11' 21'-4' 20'-1' 18'-7' 17'-5' 16'-5' 15'-7' <br />110 mph 26 psf 23'-11' 21'-8' 20'-2' 18'-6' 17'-1' 16' - 0' 15'-1' 14'-4' <br />120 mph 31 psf 22'-6' 20'-6' 18'-6' 16'-11' 15'-8' 14'-8' 13'-10' 13'-1' <br />OPEN BUILDING - SOLID ROOF <br />100 mph . 23 psf 24'-10' 22'-7' 21'-0' 19'-7' 18'-2' 17'-0 16'-0' 15'-2' <br />110 mph 27 psf 23' - 7' 21'-5' 19'-11' 18'-1' 16'-10' 15'-8' 14'-10' 14'-0' <br />120 mph 32 pst 22'-4' 20'-4' 18'-2' 16'-8' 15'-5' 14'-5' 13'-7' 12'-11' <br /> <br />Ken Wiley <br /> <br />Construction · Maintenance <br />INC. <br />