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<br /> MAXIMUM ROOF BEAM SPANS <br /> IN DECIMAL FEET <br /> SCREEN ROOF I SCREEN WALLS EXAMPLE: <br /> WIND 110 MPH DEFLECTION LJ60 POOL ENCLOSURE <br /> <------1 COLUMN USED 1--------> <br /> 8 . WALL <br /> ROOF (F) (G) (H) (I) (J) (K) (L) (M) (N) <br /> BEAM SPACING 2x3 2x3 2x4 2x4 2x4 2x6 2x7 2x8 2x9 <br /> USED PB SMS PB SMS 5MB 5MB 5MB 5MB 5MB <br /> 4'-()" 18.42 19.08 19.25 19.25 19.25 19.25 19.25 19.25 19.25 <br /> (H) 5'-0" 17.08 17.58 17.75 17.75 17.75 17.75 17.75 17.75 17.75 <br /> 2x4 6'-0" 16.08 16.58 16.75 16.58 16.75 16.75 16.75 16.75 16.75 <br /> PB 7'.0" 15.25 15.58 15.75 15.75 15,75 15.75 15.75 15.75 15.75 <br /> 8'-0" 14.58 14.92 15.08 15.08 15.08 15.08 15.08 15.08 15.08 <br /> 9'-0" 13.92 14.42 14.42 14.42 14.42 14.42 14.42 14.42 14.42 <br /> 4'-0" 21.08 21.75 21.92 21,75 23.42 23.42 23.42 23.42 23.42 <br /> (J) 5'-()" 20.08 20.08 20.25 20.08 21.58 21.58 21,58 21.58 21.58 <br /> 2x4 6'-0" 18.42 18.75 18.92 18,92 20,25 20.25 20.25 20.25 20.25 <br /> 5MB 7'-()" 17.42 17.92 17.92 17.92 19.08 19.08 19.08 19.08 19.08 <br /> 8'.0" 16.75 17.08 17.08 17.08 18.25 18.25 18.25 18,25 18.25 <br /> 9'-0" 16.08 16.42 16,42 16.42 17.42 17.42 17.42 17.42 17.42 <br /> 4'-()" 28.08 28.58 28.75 28.58 29.92 31.92 31.92 31.92 31.92 <br /> (1<) 5'.0" 26.08 26.42 26.58 26.58 27.58 29.25 29.25 29.25 29.25 <br /> 2X6 6'-0" 24.58 24.92 24.92 24.92 25.92 27.42 27.42 27.42 27.42 <br /> 5MB 7'-()" 23.25 23.58 23.75 23.58 24.42 25.92 25.92 25.92 25.92 <br /> 8'-0" 22.25 22.58 22.58 22.58 23.42 24.58 24.58 24,58 24.58 <br /> 9'-0" 21.42 21.58 21.75 21.75 22.42 23.58 23.58 23.58 23.58 <br /> 4'-0" 31.58 32.08 32.08 32.08 33.08 34.92 35.92 35.92 35.92 <br /> (L) 5'-()" 29.42 29.58 29.75 29.75 30.58 32,25 33.08 33.08 33.08 <br /> 2x7 6'-0" 27,58 27.92 27.92 27.92 28.75 30.08 30.92 30.92 30.92 <br /> 5MB 7'-()" 26,25 26.42 26,58 28.58 27.25 28.42 29.25 29.25 29.25 <br /> 8'.0" 25.08 25.25 25.42 25.42 26.08 27.08 27,75 27.75 27.75 <br /> 9'.0" 23.92 24.25 24,25 24.25 24.92 26.08 26.58 26.58 26.58 <br /> 4'-0" 38.25 38,58 38.58 38.58 39.42 40.92 41.75 44.25 44.25 <br /> (M) 5'-0" 35.42 35.75 35.75 35.75 36.58 37.75 38.58 40.75 40.75 <br /> 2x8 6'-0" 33.42 33.58 33.75 33.58 34.25 35.42 36.08 37.92 37.92 I <br /> 5MB 7'-0" 31.75 31.92 31.92 31,92 32.58 33.58 34.08 35.92 35.92 <br /> 8'-0" 30.25 30.58 30.58 30.58 31.08 32.08 32.58 34.08 34.08 <br /> 9'.0" 29.08 29.25 29.42 29.42 29.92 30.75 31.25 32.75 32.75 <br /> . <br /> 4'-()" 41,92 42.25 42.25 42.25 43.08 44.42 45.08 47.42 48.42 <br /> (N) 5'..()" 38,92 39.08 39.25 39.08 39.92 41,08 41.75 43.58 44.58 <br /> 2x9 6'-0" 36.58 36.75 36.92 36.75 37.42 38.42 39.08 40.75 41.58 <br /> 5MB 7'-0" 34.92 34.92 34.92 34.92 35.58 36.42 . 36.92 38.58 39.25 <br /> 8'-0" 33,25 33.42 33.42 33.42 33.92 34.75 35.25 36.75 37.42 <br /> 9'-0" 31.92 32.08 32.08 32.08 32.58 33.42 33.92 35.08 35.75 <br /> INTERPOLATION BETWEEN VALUES IS PERMISSIBLE <br /> . <br /> , <br /> , I <br /> ~ ALUMINUM STRUCTURES MASTER PLAN I <br />I 52 I <br /> 9IG~.INC. @ COPYRIGHT AL, INC. 1994 <br /> <br /> <br />... <br /> <br />q <br />ITI <br />t3 <br />~I <br />~I <br />"~I <br />ti:i <br /> <br />~i <br />.... , <br />18'1 <br />~ <br />.. <br /> <br />at1 <br /> <br />IZI <br />It <br />~I <br />"'.'1 <br />lei <br />51 <br /> <br />"1 <br /> <br />~: <br /> <br />8: <br /> <br />!Z: <br /> <br />s: <br />;Z: <br />=: <br /> <br />=: <br />ra: <br /> <br />III <br /> <br />ral <br /> <br />II! <br /> <br />